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HomeMy WebLinkAbout0036 BARBERRY LANE - Health 36 Barberr 'L`cy- n 102-160 Marstons Mills _ � 1 64 Fee ( 6-0 THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: _ PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS Yes 2pplication for Misposai bpstem Construction permit Application for a Permit to Construct( ) Repair Upgrade( ) Abandon( ) [:]Complete System ❑Individual Components Location Address or Lot No. 3 L b oAl" LOL)"L I Owner's Name,Address,and Tel.No. '3& CLX" Assessor's Map/Parcel 1 2 1�v C N�akey i 11 ondl �✓0 �>2 t� N� `t A$ l S M h Installer's Name,,Address,and Tel.No. (� n b1?- 7A-74-�o�'� Designer's Name,Address,and Tel.No. cl0 Zca.L to A 1L' \?�'Bi�9 R-V1S po LS I R1�IS �}pvS� i.L� 1 Gn v SrGOJ.ZLW Ith. MA oil- `r0 3 3 Type of Building: l Dwelling No.of Bedrooms ( Lot Size " 2 sq.ft. Garbage Grinder{' ) Other Type of Buildings 5 i No.of Persons Showers( ) Cafeteria( ) Other Fixtures L/ Design Flow(min.required) ` O gpd Design flow provided ? C/ gpd Plan Date Cr 113 r 1 Number of sheets I Revision Date 9 , 6121 Title ",-5k e V' q rr0fi�! 1 CVA mr,d -pe "s Size of Septic Tank Jc� Type of S.A.S. 5f.%s �nq Description of Soil N lA Nature of Repairs or Alterations(Answer when applicable) `Rtk,E3 I stt S M. W' • _j_ A- 534 qu" Date last inspected: r4 Agreement: The undersigned agrees to ensure the construction and maintenance of the afore described on-site sewage disposal system in accordance with the provisions of Title 5 of the Environmental Code and not to place the system in operation until a Certificate of Compliance has been issued by this Board o Signed Date Application Approved by Date a— Application Disapproved by Date for the following reasons Permit No� Date Issued ID--- I 6L Fee P /.w•+ t THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: PUBLIC HEALTH DIVISION -,TOWN OF BARNSTABLE, MASSACHUSETTS Yes application for Disposal 6pstetn Construction Permit CApplication fora Permit to Construct( ) Repair Upgrade( )��Abandon( ) ❑Complete System El Individual Components ttt r,Location Address or Lot No. 36 -b tt v" Lam ,, Owner's Name;Address,and Tel.No. 3 b Assessor's Map/Parcel 1 Z�J )40 1P.s� • J' 111 0 d S.�OJ D t �tYR.S K" 1"�0.113 5 v� 5 M i=Installer's Name,Address,and Tel.No. Tp�°, Designer's Name,Address,and Tel.No. q 0 +R akt-e_ b A 1 ►. ° 1 Kids V ,.s%! \Wti3 � Grog sa„aw th. 1A A s $AA- % - 6600 Type of Buildings 1 'Dwe11irig No of Bedrooms Lot Size ...Z. sq.'ft. Garbage Grinder( ) Other Type of Building 'VI s' No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.required) ,1 O gpd Design flow provided C�7 C/ ' gpd Plan �'��t Date � 5 1� 12= Number of sheets r Revision Date 1 $1.2 f Title 0.SK-Va1rN Tlttm` .t .! I OJA Oth d Size of Septic Tank i 5 t Type of S.A.S. 4elm cka4Qom. deld Description of Soil N/A _j ry Alf-, Nature of Repairs or Alterations(Answerwhenapplicable) ��t1rJ cy�ddS�'1,/ 5 WIcfiR •;" Ak SUt+i h . Date last inspected: ' N -. Agreement: C The undersigned agrees to ensure the construction and maintenance of the afore described on-site sewage disposal system in accordance with the provisions of Title 5 of the Environmental Code and not to place the system in operation until a Certificate of Compliance has been issued by this Board of ea1`th? Signed Date T 17+I a Application Approved by `Date �� - - Application Disapproved by Date „.h for the followinlreasons ' \ Permit No.. Date Issued - - --- THE COMMONWEALTH OF MASSACHUSETTS BARNSTABLE,MASSACHUSETTS Certificate of Compliance THIS IS TO CERTIFY,that the On-site Sewage Disposal system Constructed( ) Repaired( ) Upgraded( ) Abandoned( )by f _at & Jytlj Q, xkS has been constructed in accordance with the provisions of Title 5 and the for Disposal System Construction Permit No_-.9::�)/ ".35.5 dated f 1 Installer :ty� V '' �, Designer r #bedrooms ) Approved design flow... gpd The issuance of t1 thi permit shall not be construed as a guarantee that the system will ion as designed. Date F b Q ��/ Inspector _-- %1AJ �. w Mo� V — — — --- -- —t--- — ---�j--- — -- -- — -- — — — -- -- — — — -- — }— — — ----- ---�---- -- ----- --- [ -- — No c. ' ,,J,.J s [ !` I Fee J THE COMMONWEALTH OF MASSACHUSETTS _ PUBLIC HEALTH DIVISION—BARNSTABLE,MASSACHUSETTS Bisposal 6pstrm Construction Permit Permission is hereby granted to Construct( ) Repair ! Upgrade( ) l Abandon( ) 'System located at. and as described in the above Application for Disposal System Construction Permit. The applicant recognized his/her duty to comply with Title 5 and the following local provisions or special conditions. Provided:Construction must be completed within three years of the date of this permit. f � DateC.II Approved by Town of Barnstable Inspectional Services Public Health Division t3nRntsraet.6, Mal Thomas McKean,Director •asp o r�° 200 Main Street,Hyannis,MA 02601 Office: 508-8624644 Fax: 508-790-6304 Installer& Designer Certification Form Date: 10/21/2021 Sewage Permit# Z621—35"5- Assessor's Map\Parcel 102/160 Designer: Joe Henderson, Horsley Witten Group, Inc. Installer: Erz 1(— S'r:vL,vS Address: 90 Route 6A Address: P..,Q 3b)c 71 Sandwich, MA 02563 111 j}(LSTd t>`5 m i1-c5 M�. Q Z(o q8 On I D I Z e-�1 G was issued a permit to install a ( a e) (installer) septic system at 36 Barberry Lane based on a design drawn by (address) Joe Henderson, Horsley Witten Group, Inc. dated May, 7 2021 revised 9/8/2021 (designer) X I certify that the septic system referenced above was installed substantially according to the design, which may include minor approved changes such as lateral relocation of the distribution box and/or septic tank. Strip out (if required) was inspected and the soils were found satisfactory. I certify that the septic system referenced above was installed with major changes (i.e. greater than 10' lateral relocation of the SAS or any vertical relocation of any component of the septic system) but in accordance with State &Local Regulations. Plan revision or certified as-built by designer to follow. Strip out(if required)was inspected and the soils were found satisfactory. X I certify that the system referenced above was constructed tur terms of the AA approval letters(if applicable) µOF JOSEPH Esc "ENDER / Tnst01­4s Si ature) ` (Desi er'sSignature) (Affix D PLEASE RETURN TO BARNSTABLE PUBLIC HEALTH DIVISION. CERTIFICATE OF COMPLIANCE WILL NOT BE ISSUED UNTIL BOTH THIS FORM AND AS- BUILT CARD ARE RECEIVED BY THE BARNSTABLE PUBLIC HEALTH DIVISION. THANK YOU. WoMdeptAHEALTMSEWER connecASEPTIODesigner Certification Form Rev 51413.DOC i l Town of Barnstable ►,� Board of Health 200 Main Street, Hyannis MA 02601 Office: 508-862A644 John Norman,Chairrman FAX: 508-790-6304 Donald A.Guadagnoli,M.D. F.P.(Thomas)Lee,P.E. Daniel Luczkow,M.D.Alt March 7, 2022 Mr. Joseph Henderson Horsley Witten Group 90 Route 6A, Unit 1 Sandwich, MA 02563 RE:,, 36 Barberry Lane; Marstons Mills ' ��` � � � g q 102`1`60 Dear Mr. Henderson, During the public meeting of the Board of Health held on August 24, 2021, the Board voted to remove your original request to increase the wastewater discharge flow from one to two bedrooms at 36 Barberry Lane, Marstons Mills. Thus, a request for an innovative system designed for one (1) bedroom (110 gpd) flow was reviewed. You are granted permission on behalf of your client, Carol Weston, to construct and utilize a NitROE secondary treatment unit with advanced nitrogen reduction technology designed for one (1) bedroom at 36 Barberry Lane, Marstons Mills, Massachusetts. You are reminded the following requirements are provided within the MA Department of Environmental Protection (DEP) Provisional Use Approval Renewal letter for this particular technology, dated May 12, 2020: (1) Thirty (30) days prior to submitting an application for a DSCP, the Company or its representative shall provide to the Approving Authority a certification, signed by the owner of record for the property to be served by the unit, stating that the property owner: a) has been provided a copy of the Provisional Use Approval and all attachments and agrees to comply with all terms and conditions; b) has been informed of all the owner's costs associated with the operation including power consumption, maintenance, sampling, recordkeeping, reporting, and equipment replacement; KleanTu NitROE 2K Provisional Approval, May 2020 Page 11 of 15 Technology: NitROE® 2KS & 2KM WWTS c) understands the requirement for a contract with a company approved operator and has been provided a current list of all approved operators; d) agrees to fulfill his responsibilities to provide a Deed Notice as required by 310 CMR 15.287(10) and the Approval; and e) agrees to fulfill his responsibilities to provide written notification of the Approval conditions to any new owner, as required by 310 CMR 15.287(5). (2) Prior to the issuance of a Certificate of Compliance by the Approving Authority: a) In accordance with 310 CMR 15.021(3), the System Installer and Designer must certify in Q:WP/Henderson 36BarberryLane NitROE Approval August 2021.docx ` writing that the System has been constructed in compliance with 310 CMR 15.000, the approved design plans, and all local requirements, including any local approving authority site-specfic requirements; (3) Prior to issuance of the Certificate of Compliance and after recording and/or registering the Deed Notice required by 310 CMR15.287(10), the System Owner shall submit the following to the Local Approving Authority: (i) a certified Registry copy of the Notice bearing the book and page/or document number; and (ii) if the property is unregistered land, a Registry copy of the System Owner's deed to the property, bearing a marginal reference on the System Owner's deed to the property. The Notice to be recorded shall be in the form of the Notice provided by the Department (4) Prior to the use of zhe System, the System Owner shall enter into an O&M Agreement with a qualified contractor and submit the Agreement to the Approving Authority and the Company. The Agreement shall be at least for one year. (5) The wastewater effluent shall be sampled and analyzed/tested quarterly if this facility is utilized year-round. Sampling shall include pH, BOD5, TSS and Total Nitrogen, unless otherwise stated. Flow shall be recorded at each inspection. [Note: a) Year-round facilities shall be ins,:)ected and effluent sampled quarterly; b) Seasonal properties shall be inspected and effluent sampled a minimum of twice per year, with at least one annual sample taken 30 to 80 days after seasonal occupancy and a second sample taken no less than 2 months after the first sample; and c) After 12 rounds of monitoring, sampling may be reduced to TN only quarterly. Reduced sampling shall also include Field Testing of System wastewater when determined necessary by the operator, see DEP Field Testing Protocol at hftp://www.mass.gov/eea/docs/dep/water/laws/i-thru-z/testsamp.pdf] (6) A copy of the wastewater analyses, wastewater flow data, field testing results, and System Operator O&M reports and inspection checklists shall be maintained by the Company. It is recommended the System Owner also maintain copies of these items. The above list is not all inclusive; all of the other conditions listed in the MA Department of Environmental Protection (DEP) Provisional Use Approval Renewal letter to KleanTu LLC dated May 12, 2020 will need to be adhered to. This permission is granted because the proposed plan appears to meet the maximum feasible compliance provisions of the State Environmental Code, Title 5, and the Town of Barnstable Board of Heailth Regulations. It also appears to meet the nitrogen loading restrictions contained within the State and local regulations with no increase in sewage flow requested at this property at this time. Sincerely ours, n Norman Chairman Q:WP/Henderson 3613arberrylane NitROE Approval August 2021.docx � Q e7Y } DATE: o 04� Q" $95.00 FEE*: - L • Town of Barnstable _Q MnBs. s659 Board of Health SCIED.DATE: WWI 200 Main Street;Hyannis MA 02601 Office: 509-8624644 JohnT.Norman FAX: 508-790-6304 Vl,J E�-�� Donald A.Guadagnoli,M.D. Paul J.Canniff,D.M.D. F.P.(Thomas)Lee,Alternate VARIANCE REQUEST FORM LOCATION Property Address: 36 Barberry Lane Assessor's Map and Parcel Number: 102/160 Size of Lot: 0.21 ac Wetlands Within 300 Ft. No. Business Name: Subdivision Name: APPLICANT'S NAME: Joseph Henderson (Horsley Witten) phone 508-833-6600 Did the owner of the property authorize you to represent him or her. Yes X No PROPERTY OWNER'S NAME CONTACT PERSON Name: William C & Carol A Weston Name: Joseph Henderson (Horsley Witten Group) Address: 36 Barberry Lane, Marstons Mills Address: 90 Route 6A, Unit 1 Sandwich, MA 02563 Phone: Phone: 508-833-6600 EMAIL: jenderson@horsleywitten.com VARIANCE FROM REGULATION(tncl.tteg.code a) REASON FOR VARIANCE(May attach separate sheet if more space needed) —Installation of new septic tank and I/A system with existing - -septic system. Increase in flow from 1 bedroom to 2—bedroom design. Wastewater Retrofit_ NATURE OF WORK: House Addition Repair of Failed Septic System Checklist (to be completed by ofce staff-person receiving variance request application) Please submit first four on list as S collated packets — A. Five(5)copies of the completed variance request form B. Five(5)copies of MA DEP approval letters for Innovative/Altemative septic system(when proposing an UA system or secondary treatment unit(S.T.U.). _ C. Five(5)hard copies of engineered plan submitted(e.g.septic system plans)and one(1)electronic version submitted to email: health(aahown.bamstable.ma.us *(Pool Plan—5 hard copies) D.Five(5)copies of labeled dimensional floor plans submitted(e.g.house plans or restaurant kitchen plans)and one(1)electronic version. A completed seven(7)page checklist confirming review of engineered septic system plan by submitting engineer or RS. _ Signed letter stating that the property or business owner authorized you to represent him/her for this request Applicant must notify abutters 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—Five(5)copies of full menu submitted(for grease trap variance requests only). _ Fee Submitted*$95.00 for the following variances: 1)New construction, 2) Septic repairs with increase in flows, and 3)New owner/new lessee applying for food, pool or body art variances. Exemptions from Variance Fee: 1)Septic repair without an increase in flow and variances granted at the counter,2)Monitoring Plans,and 3)Temporary Food(not a"variance"). Variance request submitted at least 15 days prior to meeting date VARIANCE APPROVED John T.Norman NOT APPROVED Donald A.Guadagnoli,M.D. REASON FOR DISAPPROVAL Paul J.Canniff,D.M.D. Q:\Application Forms\VARIREQ Rev Jan 1-2020.docx MAIL-IN REQUESTS Please mail the variance fee amount of $95.00 (if applicable), along with the documents listed below, to the following address: Checks payable to: Town of Barnstable. Town of .Barnstable Public Health Division 200 Main Street Hyannis, MA 02601 For septic system variance requests, each of five packets must include: 1) Variance Request Form, 2) Letter for the Board with further information on the reason for the septic variance request (Optional), 3) MA DEP Approval letters for proposed Innovative Alternative (I/A.) septic system or a proposed secondary treatment unit (S.T.U.) 4) Engineering plans, 5) Floor plans In additional to the five septic packets above, include one copy of the seven (7) page checklist, the authorization letter, copy of abutters notice, and fee, if applicable (see checklist below). Please send one electronic submission using a PDF or .jpg of the engineering plan and floor plans to email: health town.barnstable.ma.us. (Total email must be less than 10 megabytes.) For grease trap variance requests, each of five packets must also include a full menu. (see checklist below). Checklist - Please submit first four on list as 5 collated packets. A. Five(5)copies of the completed variance request form B. Five(5)copies of MA DEP approval letters for Innovative Alternative septic system(when proposing an I/A or secondary treatment unit(S.T.U.). C. Five(5)hard copies of engineered plan submitted(e.g.septic system plans)and one(1)electronic version submitted to email: health@bamstable.ma.us D. Five(5)copies of labeled dimensional floor plans submitted(e.g.house plans or restaurant kitchen plans)and. one(1)electronic version submitted to email: health n town.barnstable.ma.us A completed seven (7) page checklist; confirming all required items are on the engineered septic system plan submitted by engineer or registered sanitarian. Signed letter stating that the property or business owner authorized you to represent him/her for this request Applicant must notify the abutters 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-Five(5)copies of full menu submitted(for grease trap variance requests only) Fee Submitted*$95.00 for the.following variances: 1)New construction,2)Septic repairs with increase.in flows,3) New owner/new lessee applying for food, pool or body art variances. Exemptions from Variance Fee: 1) Septic repair without an increase in flow and variances granted at the counter. 2) Monitoring Plans, and 3) Temporary Food(this is not a variance): Variance request submitted at least 15 days prior to meeting date. For further assistance on any item above, call (508) 862-4644 Email: health(&-town.barnstable.ma.us Back to Main Public Health Division Page Why your property was selected for this project. Over the past year and a half, water samples have been collected and data has been analyzed from the 34 monitoring wells and 4 Multilevel Groundwater Monitoring systems (MLS) installed around the Sand Shores neighborhood. This work has been conducted by our project partners at the U.S. Environmental.Protection Agency and the U.S. Geological Survey. The data has identified where the groundwater flows are occurring and this will allow us to intercept the groundwater near your property and several other properties in close proximity. With this information we will be able to compare the groundwater that the KleanTu NitROE Wastewater Treatment ("NitROE"), that is being installed at your house, has treated with the untreated groundwater from the neighborhoods existing Title 5 systems. Next Steps. The engineering firm Horsley Witten Group ("HWG") has completed the inspection of your existing septic system, has surveyed your property and has developed a septic system design plan. With this information, HWG and Barnstable Clean Water Coalition will present your property with the system design and any necessary variance request(s) to the town of Barnstable's Board of Health ("BOH") at its August 24, 2021 meeting. Anticipating approval of the NitROE installation from the BOH, our goal is to have the NitROE system installed by September or October. In preparation for the installation, this Homeowner's Manual has important information for you to review and in places provide your signature for approval. In addition to this cover letter in the form of a Project Overview (Section1), the Homeowner's Manual includes the following sections: • Section 2: Support Letters from Project Partners • Section 3: KleanTu NitROE Wastewater Treatment System • Section 4: Contract and Installation • Section 5: Operation and Maintenance (OM&M) • Section 6: Legal and Tax'Implications • Section 7: Questions and Answers • Section 8: Site Documents This manual will be updated accordingly as we obtain more information from our project partners over the next several months. As a lifelong Cape Cod resident and a recent Sand Shore property owner, I look forward to the days where we can swim, fish and sail in clean waters that I remember from 50 years ago. With your help and with others who share the same concerns, we can return to those days— but we must act NOW. I look forward to working with you on this project and am available to answer your questions via e-mail (zcrockerObcleanwater.org) or phone 508-420-0780. Sincerely, Zee Cr er Executive Director P.O.Box 215•Osterville,MA 02655-0215•(508)420-0780•BCleanWater.org Barnstable CLEAN WATER Coalition August 9, 2021 Mr. and Mrs. William Weston 36 Barberry Lane Marstons Mills, MA 02648 Dear Bill and Carol Thank you for agreeing to partner with us in the Shubael Pond Innovative and Alternative (" 1K) Septic System Project ("Project"). While there will be no cost to you, your participation is an investment in the future of Shubael Pond and all of Cape Coda Having experienced the closure of your pond for several years running, you know how important water is to our community and everyone here on the Cape. In your home, you will see no difference between the new system and the old one. The way you use water; toilet flushing, shower, laundry and, so forth will not change. What will be different is what takes place in the treatment tanks underground. Contaminants will be treated, and nitrogen gas will be released harmlessly into the atmosphere. Your wastewater will be treated to a level leaving it largely harmless to the environment, all using the power equivalent of a single light bulb. Why this project is so important. Shubael Pond is one of many freshwater ponds experiencing an increase in toxic algal blooms that often force beach closures during the spring and summer months. Reductions in recreational opportunities and restrictions on shellfishing are occurring in growing numbers along our coastline in the saltwater as well. In the Shubael Pond neighborhood, almost all of us use what are known as Title 5 systems. These systems do help with bacteria, but they do little to remove other contaminants. Wastewater flowing through these Title 5 systems is the primary culprit for most of our water problems. Generally, our nitrogen-rich wastewater is released into the groundwater, flowing into our fresh and saltwater bodies. This action has been identified as the single largest cause of environmental degradation to our marshes, bays, beaches and drinking water. With your help, we are taking one of the first critical steps to fix this problem so we can save our water and our way of life. We think of these new systems as "Title 6" technology. Ultimately, we believe that most households that do not get connected to municipal treatment (town sewer) will transition to "Title 6" type technology. Time is of the essence. The Town of Barnstable has received approval from the State to implement the town's Comprehensive Wastewater Management Plan ("CWMP"). The CWMP is a 30-year plan and the Sand Shores neighborhood is included in Phase 3. This means that Shubael may see no treatment for 25 years or more. Your pond may be essentially dead by then. We are glad the Town is starting to act, and we support the plan, but we want to find faster, lower-cost solutions. That is what this project is all about. We believe that the wastewater treatment system we are installing will reduce nitrogen and other contaminants to levels equal to or better than municipal sewering at a much lower cost. l'O.Box 215•Ostcrvillc,Mn 02655-0215•(508)420-0780 BOeanWater.org Barnstable CLEAN WATER Coalition August 9, 2021 Mr. and Mrs. William Weston 36 Barberry Lane Marstons Mills, MA 02648 RE: Tax Treatment of Klean Tu NitROE Waste Water Treatment System Dear Bill and Carol: This letter is to memorialize the position of Three Bays Preservation, Inc. d/b/a Barnstable Clean Water Coalition("BCWC") concerning the tax treatment of the installation of a Klean Tu NitROE Waste Water Treatment System (the"System") on your property. Under the terms of the Contract No. 80042-0821 for 36 Barberry Lane, Marstons Mills, MA, 02648 (the "Contract"), you have agreed to let BCWC modify your home's existing Title V septic tank with a System. The purpose of this modification is to allow BCWC to, among other things, gather data in order to evaluate the effectiveness of the System at reducing total dissolved nitrogen concentrations in the surrounding groundwater. As you are aware, the costs of the System installation including excavating the necessary soil, establishing the electrical connection, and associated equipment to your existing septic system are not insignificant. Pursuant to the Contract's terms, BCWC shall be responsible for all of the costs associated with the System including installation. As part of the process, BCWC requested a legal opinion concerning the federal and Massachusetts income tax consequences to you of the installation of the System. It is the opinion of our tax counsel that the installation of the System on your property will most likely not constitute taxable income to you. Our legal counsel believes this to be the case because: • Your selection as a participant in the program is solely determined because your residence is located within the identified System's test area; • BCWC is receiving certain rights from you to periodically access the System and the soil on your land in order to gather test data; • The Contract provides that BCWC is responsible for selecting the contractor and controls the process by which the excavation and installation of the System will be performed on your Property, P.O.Box 215•Onerville,Mn 02655-0215•(508)420-0780•BCleanWater.org • Aside from the anticipated environmental benefit of reducing water-based nitrogen pollution, the System is not expected to enhance nor improve the performance of your existing septic system in any measurable way; and • None of the funds expended to purchase and install the System on your property will be re- ceived or controlled by you at any point. Because the installation of the System on your property does not result in taxable income to you, BCWC s position is that there is no transaction to report on your annual income tax returns, nor is there any requirement that BCWC furnish you with a payee statement. If you would like to review the opinion provided to us by our tax counsel, or have questions concerning these conclu- sions,please reach out to us: Thank you again for your participation in this important to project to help improve and preserve this special place that is Cape Cod. Sincerely, J,4en (Zee) Crocker VII. as xecutive Director cc: Michael P. Duffy, Esq. Fletcher Tilton PC P.O.Box 215•Osterville,MA 02655-0215•(508)420-0780•BCleanWater.org I KleanTu® LLC KleanTu Wastewater P.O. Box John R.Smith math Treatment 1154 Technologies Edgartown,MA 025 9 u 412-719-5976-Mobile 508-627-3072-Office August 9,2021 To: Town of Barnstable Board of Health 200 Main Street Hyannis,MA 02601 RE: Designer Certification for New NitROE02KS WWTS Enhanced Title 5 Septic System Installation for 36 Barberry Lane, Marstons Mills,MA 02648 KleanTu Project#80042. Dear Members of the Board: Kindly refer to the following: (i)the Mass DEP Provisional Permit issued to KleanTu®LLC(DEP Transmittal No.: X285590; Issued May 12,2020)(the"DEP Permit");and(ii)the Enhanced Title 5 Septic System design for the 36 Barberry Lane,Marstoon Mills,MA private residence(the"New System'),'),featuring the use of a new NitROE® 2KS wastewater treatment system(the"NitROE®2KS Components'). The New System was designed by Joseph Henderson,a Massachusetts Registered Professional Engineer with Horsley Witten Group, Inc.(HWG). The NitROE®2K Components are depicted in Site Drawing Project No.:20112,prepared by HWG and dated August 9, 2021. Item IV-#2 of the DEP Permit requires that KleanTu®make certain certifications to the Town of Barnstable Board of Health(the"Board")pertaining to the design of the New System. Accordingly,KleanTu®LLC hereby certifies to the Board that(i)the New System design,solely as it relates to the NitROE®2KS Components and their incorporation into the New System,conforms with the design specifications required by the DEP Permit and(ii)the NitROE®2KS Components are able to perform the proposed wastewater treatment for the New System. Sincerely yours, ,7M#,vJ�l%tGt John R Smith(Aug 3,202110:11 EDT) John R. Smith President cc: Joseph Henderson, Horsley Witten Group William and Carol Weston, Property and System Owner - 1- ri KleanTu®LLC KleanTu Wastewater John R.Smith Treatment P.O.Box 1154 Technologies Edgartown, MA 02539 412-719-5976-Mobile 508-627-3072-Office August 7,2021 Town of Barnstable Board of Health 200 Main Street Hyannis, MA 02601 RE: Property and System Owner Certification for New NitROE®2KS W WTS Enhanced Title 5 Septic System Installation for 36 Barberry Lane,Marstons Mills,MA 02648;KleanTu Project#80042. Dear Members of the Board: Kindly refer to the following: (i)the Mass DEP Provisional Permit issued to KleanTu®LLC(DEP Transmittal No.: X285590;Issued May 12,2020)(the"DEP Permit");and(ii)the Enhanced Title 5 Septic System proposed for 36 Barberry Lane,Marston Mills,MA,a private residence,(the"New System"),featuring the use of anew NitROE® 2KS wastewater treatment system(the"NitROE®2KS Com nents"). Item IV-#5 of the DEP Permit requires that KleanTu®LLC provide to the Town of Barnstable Board of Healt i(the "Board')a certification that the owner of the property of record has agreed to certain specific matters with respect to the New System. I have included with this letter the required certification. Should you have any questions,please do not hesitate to contact me. Sincerely yours, John R Smith(Aug 7,202116:10 EDT) - - John R. Smith President Enclosure cc: William and Carol Weston,Property and System Owner - 1 - i" August 7, 2021 KleanTu®LLC , John R. Smith P.O. Box 1154 Edgartown,MA 02539 Dear Sir: I refer to the following: (i)the Mass DEP Provisional Permit issued to KleanTu®LLC(DEP Transmittal No.X285590; Issued May 12,2020)(the"DEP Permit");and(ii)the Enhanced Title 5 Septic System(the"New S stem")proposed for my private residence at 36 Barbeny Lane;Marston Mills,MA 02648,featuring the use of a new NitROE®2KS wastewater treatment system(the"NitROE®2KS Components"). By signing this letter and delivering it to you,as the owner of the property known as 36 Barberry Lane,Marstons.Mills, MA 02648, Uwe hereby certify to the accuracy of all of the following statements: 1. 1 have been provided a copy of the DEP Permit and I agree to comply with all terms and conditions cited therein. 2. 1 have received estimates of all homeowner's costs associated with the operation of the NitROE®2KS Components including power consumption and equipment replacement,as well as maintenance,sampling,record- keeping,reporting and related matters for the NitROE®2KS Components(collectively,the"O&M Responsibili- ties."). 3. I understand that I must enter into a contract by which my O&M Responsibilities will be fulfilled with KleanTu® or a KleanTu®-approved operator licensed by the Mass DEP as required by the DEP Permit. 4. 1 understand that I must provide a Deed Notice to the Town of Barnstable Board of Health as required by 310 CMR 15.287(10)and the DEP Permit. 5. 1 understand that I must fulfill my responsibilities to provide written notification of the conditions of the DEP Per- mit to any new owner,as required by 310 CMR 15.287(5). Sincerely yours, 40'l/�C�GZ'�''s'h'!ze vr Date: William Weston Date: 8-- 9— ! Carol Weston 2 August 9,2021 Barnstable Board of Health 200 Main Street Hyannis, MA 02601 Sirs, This email is to verify that we have authorized Horsley Witten to design plans for an alternative septic system to be installed at my house. This plan will be submitted to you for approval. Please don't hesitate to contact me with any.questions. William Weston Carol Weston 36 Barberry Lane Marsto,ns Mills, MA 02648 508-776-8240 KleanTu® LLC ' KleanTu Wastewater P.O. Box John R.Smith math Treatment 1154 Technologies Edg artown MA 02539 412-719-5976-Mobile 508-627-3072-Office August 9, 2021 Mr.and Mrs. William Weston 36 Barberry Lane Marstons Mills,MA 02648 Joseph Henderson Horsley Witten Group 90 Route 6A, Unit 1 Sandwich, MA 02563 RE: Installer Certification for New NitROE®2K WWTS Enhanced Title 5 Septic System Installation for 36 Barberry Lane, Marstons Mills, MA 02648;KleanTu Project#80044. Dear Wiliam and Carol: Kindly refer to the following: (i)the Mass DEP Provisional Permit issued to KleanTu®LLC(DEP Transmiltal No.: X285590; Issued May 12,2020)(the"DEP Permit");and(ii)the Enhanced Title 5 Septic System proposed for a private residence located at 36 Barberry Lane,Marstons Mills,MA(the"New System"),featuring the use of a new NitROE®2KS wastewater treatment system(the"NitROE®2KS Components"). Item IV-#5 of the DEP Permit requires that the system installer make certain certifications to both of you pertain- ing to the installer's qualifications as to its installation of the NitROED 2KS Components. In lieu of such certification by the installer,KleanTu®LLC hereby certifies to both of you that KleanTu®personnel will be onsite to supervise the installation of the NitROE®2KS Components. Such supervision will ensure that the NitROE®2KS Components are installed in a manner that conforms with KleanTu®LLC's design and operating requirements. Please contact me with any questions or comments regarding this certification. My cell#is 412-719-5976. Sincerely yours, John R Smith(Aug 3,202111:45 EDT) - - - - John R. Smith President I a KleanTu®LLC KleanTu wastewater John R.Smith Treatment P.O.Box 1154 Technologies Edgartown, MA 02539 412-719-5976-Mobile 508-627-3072-Office CONTRACT No.80042-004-0821 for 36 Barberry Lane,Marstons,Mills,MA 02648 pg. 115 August 7,2021 Mr.and Mrs.William Weston 36 Barberry Lane Marstons Mills,MA 02648 RE: NitROE02KS WWTS Start-Up and Monitoring,Operation and Maintenance(MOM)for 36 BarberryLane, Marstons Mills,MA 02648;KleanTu®Job No.80042. Dear Bill and Carol: In concert with the Barnstable Clean Water Coalition(BCWC),KleanTu®LLC is pleased to submit this "Contract"to provide Start-Up and Monitoring,Operation,and Maintenance(MOM)oversight services for up to five years from the NitROE®2K Waste-Water Treatment System(WWTS)installation date at 36 Barberry Lane, Marstons Mills,MA. The main purpose of the NitROE®2K W WTS is to enhance your Title 5 Septic System for the purpose of significantly reducing total nitrogen(TN)from the sanitary wastewater flow. In addition to significant TN reduction,the NitROE®enhanced Title 5 septic system will also produce a highly treated effluent low in organic carbon constituents(measured as BODO and low in total suspended solids(TSS)levels. Please note that entering into a yearly MOM contract is a requirement of KleanTu's Massachusetts Department of Environmental Protection(DEP)Provisional Permit(DEP Transmittal No.:X285590;issued May 12,2020). As this is the first year of operation,start-up services are also provided. As cited in Section IV-4 of the Provisional Permit,yearly OM&M contracts must be in place to ensure properoperation and consistent treatment performance. In this regard,this contract also provides budgetary price estimates for subsequent years of MOM. CONTRACT DETAILS AND PRICE PROJECTIONS As cited in Table 1,regarding start-up and MOM services,it is to be noted that the BCWC will provide for and cover all costs associated with MOM,including sample collection and analyses for the first five years of operation. BCWC intends to work with The Massachusetts Alternative Septic System Test Center(MASSTC)and the U.S. .Environmental Protection Agency(US EPA)to coverall MOM costs for total period of 5 years as part of the Shubael Pond Innovative and Alternative Septic System Project. After this initial five years,MOM related costs will be the responsibility of the homeowner. - 1- I CONTRACT No. 80042-004-0821 for 36 Barbery Lane,Marstons,Mills,MA 02648 rm 2/5 All MOM activities,including monitoring and sample collection,will be performed, or directly supervised by a System Operator that has been certified at a minimum Grade Level IV by the Board of Operators of Wastewater Treatment Facilities,in accordance with Massachusetts regulations 257 CMR 2.00. Specific to any K1eanTue Contract,.the System Operator will be John R. Smith,Certificate No.: 1914. Electronic copies of the Provisional Permit and the NitROE02K WWTS MOM Manual are provided along with this contract proposal. Table 1. Scheduled(Routine)Yearly MOM Deliverables and Pricing for New NitROE®2KS WWTS for 36 Barberry Lane,Marstons Mills,MA. ' Time Price per Period Period Deliverables ($) September • Start-Up including bacterial seeding and monitoring at least once every $0 2021 to 2 weeks during the 1st 8-weeks of operation to ensure that NitROE®2K (All related MOM August 2022 WWTS is properly functioning. costs to be paid for (12 months) • Provide and Review an OM&M Manual to homeowner and address any by the BCWC) and all related questions. • Monthly Sample Collection and Analyses beyond what is required by the Mass DEP Provisional Permit. • Respond to Homeowner issues,concerns and questions. • Monthly Inspection and Quarterly Monitoring Updates to Homeowner. (NOTE: All NitROE®WWTS Components Covered Under Warranty) September . Sample Collection and Analyses with minimum per Mass DEP Provi- $0 2022 to sional Permit. (All related MOM August 2027 0 Respond to Homeowner issues,concerns and questions. costs to be paid for (5 years) • Quarterly Inspection and Monitoring Updates to Homeowner. by the BCWC) September . Quarterly Inspection and Sample Collection per Mass DEP General Per- $600-$1,200 2027 and mit conditions. (Projected Range of beyond • Covers Maximum of 4 site calls per year. Yearly Contract to • Yearly Update to Homeowners. be covered by the (NOTE: O&M Calls(>4)and Issues Addressed per Table 2 Items) Homeowner) 'These terms are expected to be modified(e.g.,monthly monitoring)as a result of the Shubael Pond Innovative and Alternative Project with all relevant MOM cost covered by BCWC,MASSTC and US EPA. -2- As the NitROE®2K W WTS moves through the Mass DEP permitting process from Provisional Permit Use to General Permit Use,Table 1 reflects that the associated price for yearly MOM significantly decreases. This OM&M price reduction is primarily due to the fact that the Mass DEP requirements for inspections and sampling and analvses move from quarterly(under the Provisional Permit)to yearly under a General Use Permit. At this time,it is not known if a General Use Permit will be issued in year 2022 or 2023 as that decision rests with the Mass DEP. It is also cited in Table 1 that this Is,year contract,once executed,runs from September 2021 -August 2022, anticipating use immediately after installation. As the NitROE®2K WWTS operation then moves into 2022,a new contract will needs to be executed with each renewal for a minimum 1-year period. In addition to the pricing of scheduled MOM activities cited in Table 1,Table 2 provides non-scheduled and non- routine MOM activities and associated price estimates,with anticipated timeframes as to when such MOM activity may be needed and thus the cost incurred. While KleanTu®has designed and utilized equipment to provide low maintenance operation and treatment,Table 2 is provided so the system owner has some sort of idea what costs may be incurred in future years associated with non-routine MOM activities. While the BCWC will cover the first five years of MOM support,it is to be noted that all the items cited in Table 2 will need to be covered by the homeowner as respective issues and situations arise after this initial five- year period. The only cost estimate in Table 2 that will be incurred each year is the electrical cost associated with the continuous operation of one(1)120-watt air pump required to'enhance and maintain the appropriate level of biological processes required. This yearly electrical cost will be borne by the homeowner,along with periodic pumping of their septic tank as required. -3- I CONTRACT No.80042-004-0821 for36 Barberry Lane,Marstons,Mills,MA 02648 pg.4/5 Table 2. Non-Routine MOM Items and Projected Price Estimates for New NitROE®2KS WWTS Replacement Items for 36 Barberry Lane,Marston Mills,MA Item Description Price Estimate Air Pump . One 120 W air pump. $210 Electrical . Total daily electrical usage measured at-2.9 kWhr/day/pump. per Year Usage . Cost/day at$0.20/kWhr x 2.9 kWhr/day=$0.58/day. Non-routine . After 12-month warranty period,troubleshooting site calls(more $120 Troubleshooting than 4/year)will be charged at$120/hr with 1 hour minimum. per Hour Visits • K1eanTu®will determine when this is needed based on scheduled $600 site visits. (for EST Septic Septic Tank • Pump out to be done by non-KleanTu®contractor with estimated Tank Pumped (EST)Pump Out price=$600/EST tank. out every • Exact time period is site-specific with estimate of every 3-8 years. 3-8 Years) (NOTE: This pump out cost would need to be done even if this was a conventional Title 5 septic system) • Replacing remote sensing unit and probes=$360. $360 Replace Remote . Exact time period is variable with estimate of every 8-10 years. (Every Sensing Probes (NOTE: For remote sensing operation, 8-10 Years) and Unit Wi-Fi connection from homeowner is needed) • Air pump repair and/or replacement. $500 Replace Air . Exact time period range is variable with estimate of every 5-8 (Every Pump years. 5-8 Years) • Replace all air tubing=$800. $800 Replace Aeration . Exact time period is variable with estimate of every 10-20 years. (Every Tubing 10-20 Years) Replace Wood . Replace all wood chips=$1,000. $1,000 Chips • Exact time period is variable with estimate of every 20-30 years. (Every 20-30 Years) Replace Lime- . Limestone Addition=$1,600. $1,600 stone . Exact time period is variable with estimate of every 20-30 years. (Every 20-30 Years) -4- CONTRACT No.80042-004-0821 for 36 Barberry Lane,Marstons,Mills,MA 02648 pg.5/5 PAYMENT TERMS Even though there is no site owner cost for the first five years of MOM,the contract still needs to be signed and executed by the site owner as it is a confirmation that he/she accepts responsibility for associated MOM costs in subsequent years. Contracts executed for subsequent yearly time periods will need to be signed by September of the respective contract time period with the entire contract amount paid at that time. After the five-year period,all related MOM costs will be borne by the homeowner/system owner cited herein. CONTRACT ACCEPTANCE To execute this contract,and comply with Mass DEP Provisional Permit Requirements,please sign below to acknowledge acceptance of this proposal and mail original with your signature,or e-mail pdf copy of this page with your signature,back to me. Please contact Zenas"Zee"Crocker,zcrocker a,bcleanwater.org,of Barnstable Clean Water Coalition with any questions or comments. Thank you, John R Smith(Aug 7,202116:10 EDT) - John R. Smith President SYSTEM OWNER SIGNATURE Name: William Weston Signature: �G�� Date: Name: Carol Weston Signature: Date: I -5 - KleanTuO LLC John R.Smith KLeanTu Wastewater P.O.Box 1154 Treatment Technologies Edgartown,MA 02539 (R> 412-719-5976-Mobile 508-627-3072-Office CONTRACT No.80042-0821 for36 Barberry Lane,Marstons Mills MA 02648 pg. 1 August 7,2021 Mr.and Mrs. William Weston 36 Barberry Lane Marstons Mills,MA 02648 RE: NitROE®2K WWTS Installation for 36 Barberry Lane,Marston Mills, MA KleanTu®Job No.:80042 Dear Bill and Carol K1eanTu®LLC is pleased to provide this contract document for a NitROE®2K Waste-Water Treatment System (W WTS)to be installed at 36 Barberry Lane,Marston Mills,MA. The main purpose of the NitROE®2K WWTS is to serve as a supplemental upgrading of a new Title 5 septic system. A newNitROE®2K WWTS tank will be inserted in between the gravity flow path of a new septic tank and a new leaching chamber. The purpose of the NitROE®2K WWTS is to significantly reduce total nitrogen(TN)from the sanitary wastewater flow prior to permitted discharge to the new Title 5 leaching chamber. In addition to significantly reducing TN,the NitROE®2K WWTS enhancement will produce a highly treated wastewater effluent with significantly reduced levels of organics and suspended solids as well. NitROE®ENHANCED TITLE 5 SEPTIC SYSTEM OVERVIEW The NitR0E®2K WWTS to be installed is specified in Site Drawing Project No.:20112,prepared by Horsley Witten Group Inc.(HWG)dated May 7,2021. With reference to this site drawing,.wastewater will first be collected into a new 1,500-gallon H-10 septic tank. After solids separation in the septic tank,wastewater will then gravity flow into a 2,000-gallon H-10 NitROE®2KS WWTS tank for enhance total nitrogen reduction. From there,the significantly treated wastewater will gravity flow into a new D-Box and then into existing leaching chambers. 1 CONTRACT No.80042 for 36 Barberry Lane,Marstons Mills MA 02648 pg.2/6 REGULATORY REQUIREMENTS The NitROE®2K WWTS will be installed and operated under a Mass DEP Provisional Permit granted to KleanTu® LLC(DEP Transmittal No.:X285590;issued May 12,2020). Specific regulatory items that need to be addressed are summarized below. It is to be noted that various actions among the site owner,the site design engineer,the installer,and KleanTu®LLC must be followed and respectively documented. The majority of the documentation required will be provided by the Barnstable Clean Water Coalition(BCWC)with input from KleanTu®. Furthermore,these Mass DEP regulatory requirements pertain to respective actions from project initiation through to NitROE®2K WWTS start-up and yearly operation. A. Obtaining a Disposal System Construction Permit(DSCP). This is issued by the local Board of Health (BoH)after completion of the following: 1. Submittal of the site engineering design and DSCP application to the local BoH. Normally this is done by the Design Engineer_ 2. Along with the DSCP application,to comply with Section IV-1 of the Provisional Permit,_he BCWC,with input from KleanTu®LLC,will provide to the local BoH,a certification letter that the site owner: i. Has been provided a copy of the Provisional Use Approval and agrees to comply with all terms and conditions cited herein. ii. Has been informed of all owner's costs associated with operation&maintenance(O&M) activities with the operation of the New NitROE®2K WWTS Enhanced Title 5 Septic System to be installed,including power consumption,maintenance, sampling, recordkeeping,reporting,and equipment replacement. iii. Understands the requirements for a O&M contract to be in place with KleanTu®LLC, or with their designated and trained entity,and that the NitROE®2K WWTS operator must be licensed by the Mass DEP as stipulated in KleanTu®'s Provisional Permit. iv.Agrees to fulfill their responsibilities to provide a Deed Notice,and file with the local Registry of Deeds,as required by 310 CMR 15.287(10)and with the Approval by the local BoH. v. .Agrees to fulfill their responsibilities to provide written notification of the Approval. conditions to any new owner,as required by 310 CMR 15.287(5). 3. Along with the DSCP application,to comply with Section IV-2 of the Provisional Permit,the . BCWC,with input from KleanTu®LLC,will provide to the local BoH,with a copy to the Designer and the Site Owner,that the site-specific design conforms to Provisional Permit requirements and that the proposed use of the NitROE®2KM WWTS is consistent with the unit's capabilities and all KleanTu®LLC requirements. 2 f CONTRACT No.80042-0821 for36 Barberry Lane,Marstons Mills,MA 02648 pg.3/6 B. Executed Operation&Maintenance Contract In-Place. To comply with Section IV-4 of the Provisional Permit,thirty(30)days prior to installation of the NitROE®WWTS,the BCWC,with input from KleanTu®LLC,will provide to the local BoH,a copy of a signed O&M contract fora minimum period of one year,between the site owner and KleanTu®LLC,or their designated approved operator,who has been properly trained and certified by KleanTu®. In this regard,in addition to signatory execution of this Contract document,the site owner will also be required to sign and thus execute an O&M contract for start-up and the first 12-months of operation and monitoring. C. Obtaining a Certificate of Compliance(COC). This is issued by the local Board of Health(BoH)after installation,local BoH inspection and sign-off,and completion of the following to comply with Sections IV-5 and IV-6 of the Provisional Permit citing the following: 1. A local BoH inspector;the installer and the designer all need to sign the COC and thus certify,in writing,that the NitROE®2K WWTS was constructed in compliance with both the Provisional Permit and Mass DEP 310 CMR 15.000 requirements,and that any changes to the design plans are reflected in as-built drawing and/or notes. The completed COC then needs to be filed with the local BoH. 2. The BCWC,with KleanTu®LLC input,will submit a written certification letter to the local BoH, and copy the site owner,that the: i. NitROE®WWTS has been constructed and installed in compliance with approved site design plans,the Provisional Permit requirements,Mass DEP 310 CMR 15.000 and local BoH requirements. ii. NitROE®WWTS was constructed and installed under direct supervision and oversight by KleanTu®personnel,and that KleanTu®also did the installation of the aeration system, bacterial seeding of the tanks, and installation of other pertinent items such as risers and access ports. D. NitROE®WWTS Site Inspections and Monitoring. To comply with Section III B,items 13-36 of the Provisional Permit related to Operation and Maintenance(O&M),KleanTu®,or a designated representative entity trained by KleanTu,will be responsible for doing the appropriate number of site inspections,along with sampling and analyses for specific wastewater treatment parameters,and for reporting respective results to the Site Owner,the local BoH and the Mass DEP. Initially the required number of site visits and monitoring will be done on a quarterly basis,per the Provisional Permit requirements. Once a General Permit is issued,then the site inspections and monitoring will be reduced to . a semi-annual or annual basis. In any event,the site owner will be required to have contracts in place with KleanTu®,or their designated representative,for O&M,including the monitoring and reporting required. 3 i CONTRACT No.80042-0821 for36 Barberry Lane,Marstons Mills MA 02648 pg.4/6 INSTALLATION ACTIVITIES AND PRICE For installation of the enhanced NitROE®2K W WTS,the task activities to be carried out,along with their respective prices,are provided in the table below. IT IS TO BE NOTED THAT ALL OF THE COSTS CITED WILL BE COVERED BY THE BARNSTABLE CLEAN WATER COALITION(BCWC)PER AN AGREEMENT THEY HAVE WITH THE SITE OWNER. An electronic copy of the NitROEO WWTS Installation Manual is provided along with this Contract proposal. This document serves to identify the various activity responsibilities among the site owner or the BC WC,the installer and K1eanTO LLC. Of particular note,it is the responsibility of the site owner to identify and make the installer aware of any buried utility lines such as gas,electrical and cable;here Dig Safe can be contacted to provide this service at no cost(http://www.digsafe.com),but they only identify public utility lines and not any private lines. As cited in the Table 1 below,the contract price for K1eanTu® to provide the task activities cited is$14,500.This also cites that the site owner is also responsible for the engineering and installation services to be done by others. Additionally,it is to be noted that the BCWC will arrange for,and pay for additional site-specific activities related to: 1. Providing a dedicated electrical service and a two-receptacle GF1 outlet box in a location near the NitROE® 2KS tank locations. 2. Filing a notarized deed restriction with Barnstable County and paying the filing fee as well as obtaining a copy of the deed restriction document for the local BoH. A deed restriction to be executed is provided with this contract proposal. 4 CONTRACT No.80042-0821 for36 Barberry Lane,Marstons Mills,MA 02648 pg.5/6 Table 1.KleanTu° Price of Title 5 Enhancement via NitROE® 2KS WWTS Enhancement for 36 Barberry Lane, Marstons Mills, MA 02648 ONE 1,500 GALLON SEPTIC TANK(ASST152M-H10) AND ONE 2,000 GALLON NitROE TANK(N-ASST20M-H10) (KleanTu° Project No.80042-0821) KleanTu° Task Categories and Description Price (Covered by BCWC) Task 010-Project Management, Engineering and Permitting Includes overall project management coordination including review and input to the site engineering design, local BoH and MassDEP permitting interactions, and ensuring that all work is done in a manner protective of workers and the environment. Note:BCWC is responsible for site design engineering and local $0 BoH interactions including obtaining all permits and final certification. BCWC is also responsible forfiling "Notice of Alternative Sewage Disposal System" with Registry of Deeds and pay$105 fee,with KleanTu® providing review and coordination. Task 020-Procurement and Field Fabrication of TWO Concrete Tanks Includes providing one 1,500-gallon H-10 septic tank at a price of$2,000 and one 2,000-gallon NitROE® US H-10 tank at a price of$12,500. These prices include all media, access riser ports and covers near or to $14,500 surface,aeration assembly w/air pump and installed air tubing, and faux rockfor air pump enclosure. Task 030-Tank Delivery and Installation Oversight Installation oversight and air-line hook-up of delivered NitROE® Tank, including remote sensing unit connection to homeowner Wi-Fi network. Note:BCWC is responsible for procurement and sewer piping connections of septic and NitROE® piping tank, procurement and installation of leach chambers and all $0 connections,providing electrical service(120V,20 amp) and outlet boxes to location selected by site owner for running air pump. NOTE: TASK ACTIVITIES PROVIDED BY KLEAN TU AS IN-KIND SERVICE. TASKS 010-030TOTAL THRU INSTALLATION $14,500 Task 040-Start-Up and Monitoring, Operation &Maintenance (MOM) Per MassDEP Provisional Permit and Barnstable BoH Requirements Includes NitROE® WWTS bacterial seeding,system start-up, bi-monthly visits, quarterly sampling and analyses by MA certified lab, record keeping and reporting required by MassDEP, and operational oversight $0 for 1st year to address issues that may arise. MOM for subsequent years will be$500-$1,300 depending on MassDEP and Barnstable BoH requirements. Note: ist five years of MOM to be covered by B subsequent years to be determined to be borne by the homeowner, Note: Final Grading and Some Landscaping to be Provided by BCWC 5 I r CONTRACT No.80042-0821 for36 Barberry Lane,Marstons Mills,MA 02648 p2 6/6 SCHEDULE Barring unforeseen circumstances,KleanTu®will have the NitROE W WTS tank ready for installation in September 2021,with the actual date to be finalized with the site owner and their installer. PAYMENT SCHEDULE All KleanTu®costs to be paid by the BCWC under separate contract with KleanTu®LLC. WARRANTY KleanTu®guarantees NitROE®2K W WTS specific equipment and materials to properly operate for a period of one year. This is contingent that the NitROE®2K W WTS is installed per the engineering design and that the NitROP 2K W WTS receives typical sanitary:wastewater(as defined per Title 5)and is within the design flow and does not exceed 330 gallons per day(gpd). SITE ACCESS By signing this contract,site owner agrees that KleanTu® and BCWC designated personnel will be allowed access to the site for the purpose of performing routine MOM activities associated with the NitROE®2K W WTS. CONTRACT ACCEPTANCE KleanTu®looks forward to working in partnership with the BCWC and for providing direction and oversight for installing and operating a NitROE®2K W WTS to enhance your upgraded Title 5 septic system. By accepting this contract,you also agree to comply with the regulatory requirements cited on pages 2 and 3 of this contract document. Specifically,that you agree to yearly MOM contracts with KleanTu®,or their designated representative,to begin when the BCWC no longer covers yearly MOM activities. And that you also will work with the BCWC to file the appropriate paperwork with the Registrar of Deeds so that it is identified that you have a NitROE®WWTS enhanced Title 5 septic system operating on yourproperty. To accept this contract so that work may continue as planned,please sign below. Also,please contact Zenas"Zee" Crocker at zcrocker@bcleanwater.org at Barnstable Clean Water Coalition with any questions or comments. Sincerely, 7ohll AV LWiL John R Smith(Aug 7,202116:09 EDT) John R. Smith President // Name:William Weston Signature: eel� w �.�`�- -- Date: 9'07/ Name:Carol Weston Signature: cd-d-L Date: 6 I . Commonwealth of Massachusetts Executive Office of Energy &Environmental Affairs Department of Environmental Protection One Winter Street Boston, MA 02108.617-292-5500 Charles D. Baker Kathleen A.Theoharides Governor Secretary Karyn E.Polito Martin Suuberg Lieutenant Governor Commissioner PROVISIONAL USE APPROVAL RENEWAL Pursuant to Title 5, 310 CMR 15.000 Name and Address of Applicant: K1eanTu LLC. 300 Old Pond Road, Ste#206 Bridgeville, PA 15017 Trade name of technology and models: NitROE® Waste-Water Treatment System (NitROE® WWTS) with unit sizing for design flows up to 2000 gpd (NitROE® 2KS WWTS and NitROE® 2KM WWTS) (hereinafter the `System' or the `Technology'). Owner and Operator manuals, installation manual, schematic drawings illustrating the System models and the technology inspection checklist are part of this Certification. DEP Transmittal No.: X285590 Date of Issuance: May 12,2020, Expiration date: May 12,2025 Authority for Issuance Pursuant to Title 5 of the State Environmental Code, 310 CMR 15.000, the Department of Environmental Protection (hereinafter "the Department") hereby issues this Provisional Approval to: K1eanTu LLC, located at 300 Old Pond Rd., Ste 206 in Bridgeville, PA (hereinafter "the Company"), NitROE® 2KS WWTS and NitROER 2KM WWTS (hereinafter "the Technology" or "System") for use in the Commonwealth of Massachusetts subject to the conditions herein. Sale and use of the Technology is subject to compliance by the Company, the Designer, the System Installer, the Operator, and the System Owner with the terms and conditions herein. Any noncompliance with the terms or conditions of this Certification constitutes a violation of 310 CMR 15.000. _May 12, 2020 Marybeth Chubb, Section Chief Date Wastewater Management Program Bureau of Resource Protection 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 K1eanTu NitROE 2K Provisional Approval,May 2020 Page 2 of 15 Technology:NitROE®2KS&2KM WWTS I.PURPOSE Subject to the conditions of this Approval and any other local requirements, the purpose of this Approval is to allow installation and operation of at least 50 on-site sewage disposal systems utilizing the technology in Massachusetts in order to conduct a performance evaluation of the capabilities of the Technology during the first 3 years of operation of each system, in accordance with Title 5 — 31.0 CMR 15.286 (7),Provisional Approval of Alternative System. The specific goal of the Performance Evaluation is to determine if the Technology is capable of consistently meeting the concentration limits for total nitrogen (TN) of less than 11 milligrams per liter (mg/L) for installations with design flows less than 2,000 GPD in the effluent discharged to the soil absorption system. In areas subject to nitrogen loading limitations increases in the discharge rate per acre rP Y J g g g may be allowed when the nitrogen concentration discharged to the soil is reduced. The Company is responsible for oversight and sampling of the systems during the Performance Evaluation. The System Owner has responsibility for continued oversight and sampling of the system if the property served was allowed to increase the discharge rate per acre above 440 gallons per day per acre (gpda) in an area subject to Nitrogen Loading Limitations. The System Owner will be required to repair, replace, modify or take any other action as required by the Department or the local approving authority, if the Department or the local approving authority determines that the System is not capable of meeting the required reduction in nitrogen in the effluent. With the other applicable permits or approvals that may be required by Title 5, this Approval authorizes the installation and use of the Alternative System in Massachusetts. All the provisions of Title 5, including the General Conditions for all Alternative Systems (310 CMR 15.287), apply to the sale, design, installation, and use of the System, except those provisions that specifically have been varied by this Approval. II. GENERAL DESCRIPTION OF THE TECHNOLOGY The NitROE ® 2KS or 2KM WWTS (the `System') is installed in series between a Title-5 system septic tank and a soil absorption system constructed in accordance with 310 CMR 15.100 — 15.279, subject to the provisions of this Approval to accommodate design flows of less than 2,000 GPD. The System is comprised of two-unit processes which are sequentially performed in two different chambers: The first chamber is aerated, via an external air pump and airline header/hose arrangement, to achieve both organic carbon reduction along with the biological conversion of ammonia-N to nitrate-N. From the Aeration Chamber, the wastewater then gravity flows into a Denitrification Chamber where, in the presence of natural organics from wood chips, bacteria mediate the conversion of nitrate-N to inert N gas that exits to the atmosphere via the Title 5 system vent piping. Depending on design flow and availability of local tank structures, the sequential Aeration and Denitrification process steps can be performed in the same single tank, which is NitROE® 2KS WWTS; or each process could be performed in its own separate tank with the overall NitROE® WWTS comprised of multiple tank combinations, which is NitROE®2KM WWTS. The use of the Technology under this Approval requires: • Disclosure Notice in the Deed to the property; • Certifications by the Company,the Designer, and the Installer; • System Owner Acknowledgement of Responsibilities; I K1eanTu NitROE 2K Provisional Approval,May 2020 Page 3 of 15. Technology:NitROE®2KS&2KM WWTS • A certified operator under contract for periodic inspection and maintenance; • Periodic sampling; • Recordkeeping and reporting; and • An external power supply III. CONDITIONS OF APPROVAL A. Basis for Conditions 1. The term "System" refers to the Technology in combination with any other components of an on-site treatment and disposal system that may be required to serve a Facility in accordance with 310 CMR 15.000. 2. The term "Approval" includes the Special Conditions, Standard Conditions, General Conditions of 310 CMR 15.287, and the approved Attachments. 3. Items required by this Approval include: a) Performance Evaluation Plan (PEP) with sampling and analysis requirements and approved by the Department. The PEP must be submitted to the Department for review and approval within 60 days of issuance of this Approval and meet the requirements of the Department's Guidance for the Preparation of Performance Evaluation Plans <2,000 GPD; b) Minimum System installation requirements; c) Company schematic drawings and specifications; d) Owner's Manual, including information on substances that should not be discharged to the System; e) Operation and Maintenance manual, including but not limited to, operator qualification requirements, inspection requirements, sampling and analysis requirements, recordkeeping requirements, and/or reporting requirements; and f) MassDEP Operation and Maintenance (O&M) checklist and I/A technology inspection checklist. B. Special Conditions 1. Department review and approval of the System design and installation is not required unless the Department determines on a case-by-case basis pursuant to its authority at 310 CMR 15.003(2)(e)that the proposed System requires Department review and approval. 2. System installations must meet the specific siting conditions for Provisional Use provided in 310 CMR 15.286(4) and the facility must meet the siting requirements of this Approval. 3. Any System for which a complete Disposal System Construction Permit Application is submitted while this Approval is in effect, may be permitted, installed, and used in accordance with this Approval unless the Department, the local approval authority, or a court requires the System to be modified or removed or requires discharges to the System to cease. 4. The System Owner shall provide access to the site for purposes of sampling the System in accordance with the Company's technology Performance Evaluation Plan approved by the K1eanTu NitROE 2K Provisional Approval,May 2020 Page 4 of 15 Technology:NitROE®2KS&2KM WWTS Department, in addition to providing access for performing inspections, maintenance, repairs, and responding to alarm events. 5. The System Owner shall ensure that no permanent buildings or structures, other than the System, are constructed in the area for the installation of all the components of a fully conforming Title 5 system with a reserve area. The area for a fully conforming Title 5 system with a reserve area shall not otherwise be disturbed by the System Owner in any manner that will render it unusable for future installation of a fully conforming Title 5 system. 6. The Department has not determined that the performance of the System will provide a level of protection to public health and safety and the environment that is at least equivalent to that of a sanitary sewer system. If it is feasible to connect a new or existing facility to the sewer, the Designer shall not propose an Alternative System to serve the facility and the facility Owner shall not install or use an Alternative System. When a sanitary sewer connection becomes feasible after an Alternative System has been installed,the System Owner shall connect the facility served by the System to the sewer within 60 days of such feasibility and the System shall be abandoned in compliance with 310 CMR 15.354, unless a later time is allowed in writing by the Department or the Local Approving Authority. 7. The control panel including alarms shall be mounted in a location accessible to the System Operator. 8. For any System that does not flow by gravity to the SAS, the System shall be equipped with sensors and high-level alarms to protect against high water due to pump failure, pump control failure, loss of power, or system freeze up. The control panel including alarms and controls shall be mounted in a location always accessible to the operator (or service contractor). Emergency storage capacity for wastewater above the high level alarm shall be provided equal to the daily design flow of the System and the storage capacity shall include an additional allowance for the volume of all drainage which may flow back into the System when pumping has ceased. Instead of providing emergency 24-hour storage, an independent standby power source may be provided for operation during an interruption in power. With any interruption of the power supply the source must be capable of automatically activating in addition to manual start up capability. The standby power must be sufficient to handle peak flows for at least 24 hours and sufficient to meet all power needs of the System including, but not limited to, pumping, ventilation, and controls. Standby power installations must be inspected and exercised at least annually and all automatic and manual start up controls must be tested. Standby power installations must comply with all applicable state and local code requirements. Provided that a standby power installation complies with these requirements, no variance is required to the provisions of 310 CMR 15.231(2). separate from the high water alarms shall be connected to circuits se 9. System unit malfunction and g p circuits to the operating equipment and pumps. 10. All System control units,valve boxes, conveyance lines and other System appurtenances shall be designed and installed to prevent freezing per the Company's recommendations. K1eanTu NitROE 2K Provisional Approval,May 2020 Page 5 of 15 Technology:NitROEO 2KS&2KM WWTS 11. Any System structures with exterior piping connections located within 12 inches or below the Estimated Seasonal High Groundwater elevation shall have the connections made watertight with neoprene seals or equivalent. 12. In compliance with 310 CMR 15.240(13), a minimum of one (1) inspection port shall be provided within the SAS consisting of a perforated four inch pipe placed vertically down into the stone to the naturally occurring soil or sand fill below the stone. The pipe shall be capped with a screw type cap and accessible to within three inches of finish grade. Operation and Maintenance 13. Inspection, operation and maintenance (O & M), sampling, and field testing of the System required by this Approval shall be performed by a System Operator with the following qualifications: a) is an approved System Inspector in accordance with 310 CMR 15.340; b) has been trained by the Company and whose name appears on the Company's current list of qualified operators; and c) has been certified at a minimum of Grade Level IV (four) by the Board of Registration of Operators of Wastewater Treatment Facilities, in accordance with Massachusetts regulations 257 CMR 2.00. The name of the Operator shall be included in the O&M agreement required by paragraph B (14). 14. Prior to the use of the System, the System Owner shall enter into an O&M Agreement with a qualified contractor and submit the Agreement to the Approving Authority and the Company. The Agreement shall be at least for one year and include the following provisions: a) The name of the qualified Operator that appears on the Company's current list of Service Contractors; b) The System Operator must have the qualifications specified in paragraph B (13); c) The System Operator must inspect the System in accordance with the Approval and anytime there is an equipment failure, System failure,or other alarm event; d) In the case of a System failure, an equipment failure, alarm event, components not functioning as designed or in accordance with the Company specifications, or violations of the Approval, procedures and responsibilities of the Operator and System Owner shall be clearly defined for corrective measures to be taken immediately. The System Operator shall agree to provide written notification within five days describing corrective measures taken to the System Owner,the Company, and the local board of health; e) The System Operator shall determine the cause of total nitrogen effluent limit violations if they occur and take corrective actions in accordance with the approved O & M Manual; and f) Procedures and responsibilities for recording quarterly or monthly wastewater flows must be defined, see paragraph B (32)"Flow Metering". 15. At all times, the System Owner shall maintain an O&M Agreement that meets the requirements of paragraph B (20). 16. The System Owner and the System Operator shall properly operate and maintain the system in accordance with this Approval, the Designer's operation and maintenance requirements, and the requirements of the local approving authority. K1eanTu NitROE 2K Provisional Approval,May 2020 Page 6 of 15 Technology:NitROE®2KS&2KM WWTS 17. Upon determining that the System has failed, as defined in 310 CMR 15.303, the System Operator shall notify the System Owner immediately. 18. Upon determining that the System has failed, as defined in 310 CMR 15.303, the System Owner and the System Operator shall be responsible for the notification of the local approving authority within 24 hours of such determination. 19. In the case of a System failure, an equipment failure, alarm event, components not functioning as designed or in accordance with the Company specifications, or any violations of the Approval, the System Owner and the System Operator shall be responsible for the written notification of the local approving authority and the Company within five days describing corrective measures taken. 20. Within 60 days of any site visit, the System Operator shall submit an O&M report and inspection checklist to the System Owner and the Company. The O&M report and inspection checklist shall include, at a minimum: a) for a System failing, any corrective actions taken; b) wastewater analyses, wastewater flow data, and field testing results; c) any violations of the Approval; d) any determinations that the System or its components are not functioning as designed or in accordance with the Company specifications; and e) any other corrective actions taken or recommended. 21. By September 30th of each year, the System Owner and the Service Contractor shall be responsible for submitting to the local approving authority all monitoring results with all O&M reports and inspection checklists completed by the System Operator during the previous 12 months. 22. By September 30th of each year, the Service Contractor shall be responsible for submitting to the Company copies of all O&M reports including alarm event responses, all monitoring results, violations of the Approval, inspection checklists completed by the Service Contractor, notifications of system failures, and reports of equipment replacements with reasons during the previous 12 months. 23. A copy of the wastewater analyses, wastewater flow data, field testing results, and System Operator O&M reports and inspection checklists shall be maintained by the Company. It is recommended the System Owner also maintain copies of these items. 24. The System Owner shall notify the Approving Authority in writing within seven days of any cancellation, expiration or other change in the terms and/or conditions of the O&M Agreement required by Paragraph B(14). 25. The System Owner and the Service Contractor shall maintain copies of the Service Contractor's O&M reports, inspection checklists and all reports and notifications to the LAA P p p for a minimum of five years. 26. The System may only be installed to serve facilities where a fully conforming Title 5 system with a reserve area exists on-site or could be built on-site in compliance with the design standards for new construction of 310 CMR 15.000, and for which a site evaluation in i K1eanTu NitROE 2K Provisional Approval,May 2020 Page 7 of 15 Technology:NitROE&2KS&2KM WWTS compliance with 310 CMR 15.000 has been approved by the Approving Authority. A fully conforming Title 5 system may include other approved alternative technologies in accordance with the conditions imposed on the alternative technologies. 27. Subject to the provisions of this Approval, the Technology shall be installed in a manner which neither intrudes on, replaces a component of, or adversely affects the operation of all other components of the System designed and constructed in accordance with the standards for new construction of 310 CMR 15.200 - 15.279. Effluent Limit and Monitoring Requirements, 28. For the new construction, unless the facility meets a TN effluent limit of 11 mg/1 or less, the system shall not be designed to receive more than 440 gallons of design flow per day per acre (gpda) in an area that is subject to the Nitrogen Loading Limitations of 310 CMR 15.214. If the facility does not meet with the Nitrogen Loading Limitations pursuant to the aggregation provisions of 310 CMR 15.216, the System Owner shall repair, replace, modify or take any other action as required by the Department or the local approving authority to meet the total nitrogen concentration limits in the effluent. Violation of the TN concentration in the System effluent shall not require notifications as required in paragraphs B (18)and(19). 29. Prior to Department approval of the Company's Performance Evaluation Plan, the Company shall be responsible for the following monitoring requirements for all System installations that are subject to a total nitrogen concentration limit in accordance with paragraph B (28). Sampling shall include pH, BOD5, TSS and Total Nitrogen, unless otherwise stated. Flow shall be recorded at each inspection, see"Flow Metering" section below. a) Year-round facilities shall be inspected and effluent sampled quarterly; b) Seasonal properties shall be inspected and effluent sampled a minimum of twice per year, with at least one annual sample taken 30 to 60 days after seasonal occupancy and a second sample taken no less than 2 months after the first sample; and c) After 12 rounds of monitoring, sampling may be reduced to TN only quarterly. Reduced sampling shall also include Field Testing of System wastewater when determined necessary by the operator, see DEP Field Testing Protocol at http://www.mass.gov/eea/docs/dep/water/laws/i-thru-z/testsamp.pdf. Properties occupied at least 6 months per year are considered year-round properties. Properties occupied less than 6 months per year are considered seasonal properties. 30. During the Performance Evaluation period, the Company shall follow the monitoring requirements specified in the Performance Evaluation Plan for installed Systems. 31. After the three (3) year Performance Evaluation period by the Company and approval by the Department, and until this Approval is modified, terminated, or superseded by a General Use Certification, the System Owner shall comply with the following monitoring requirements if the System is subject to a total nitrogen concentration limit in accordance with paragraph B? (28). K1eanTu NitROE 2K Provisional Approval,May 2020 Page 8 of 15 Technology:NitROE®2KS&2KM WWTS a) Year-round properties shall be inspected and sampled for at least the TN parameter a minimum of twice/year, at least 5 months apart and with at least one sample taken between December I and March 1 of each year. Field testing shall be completed as determined necessary by the System operator, see DEP Field Testing Protocol at http.•//www.mass.gov/eea/docs/dep/water/laws/i-thru-z/testsamp.pdf. Water meter readings shall be recorded at each inspection, see"Flow Metering" below. b) Seasonal properties shall be sampled for at least the TN parameter a minimum of twice/year. At least one annual sample must be taken 30 to 60 days after each seasonal occupancy. A second sample must be taken no less than 2 months after the first sample. Field testing of the System shall be completed as determined necessary by the operator. Water meter readings shall be recorded at each inspection, see"Flow Metering" below. 32. Flow Metering - At a minimum, for all systems installed prior to this Approval, water meter flow data shall be recorded each time the system is inspected and sampled by the System Operator. For systems installed after the effective date of this Approval, wastewater flow data shall be recorded each time the system is inspected and sampled by the System Operator and may be based on: a) actual metering data of wastewater flow to the system; or b) water meter data for the total facility with metered non-wastewater flows, if available, subtracted from the total facility water usage. 33. Field Testing: Turbidity, pH and Apparent Color - Turbidity, pH, DO and apparent color shall be measured and/or recorded in the field when when determined necessary by the operator. See applicable sections of the Department's Field Testing Protocol at hgp://www.mass.gov/eealdocs/dep/water/laws/i-thru-z/testsamp.pdf. 34. At a minimum,the System Operator shall inspect the System: a) two times per year; b) in accordance with the approved O&M manual, the Designer's operation and maintenance requirements, and the requirements of the local approving authority; and c) any time there is an alarm event, equipment failure, or system failure 35. The System Operator shall collect samples and obtain analysis results from an approved lab, perform field testing required by the Approval and submit results within 60 days of the site visit to the System Owner. 36. If the Company successfully demonstrates the effectiveness of the System to reduce nitrogen loadings during the Performance Evaluation period, a minimum of three years, the System Owner shall operate the System subject to the requirements of the General Use Certification, if issued, for this technology. C. Special Conditions Specific to the Company 1. The Approval shall only apply to model units with the same model designations specified in this approval and meet the same specifications, operating requirements, and plans, as provided by the manufacturer at the time of the application. Any proposed modifications of the units shall be subject to the review of the Department for coverage under the Approval. it K1eanTu NitROE 2K Provisional Approval,May 2020 Page 9 of 15 Technology:NitROE®2KS&2KM WWTS 2. Prior to submission of an application for a DSCP,the Company shall provide to the Designer and the System Owner: a) All design and installation specifications and requirements; b) An operation and maintenance manual, including: i) an inspection checklist; ii) recommended inspection and maintenance schedule; iii)monitoring(i.e. water use and power consumption)and sampling procedures, if any; iv)alarm response procedures, if any, and troubleshooting procedures; c) An owner's manual, including proper system use and alarm response procedures, if any; d) Estimates of the Owner's costs associated with System operation including, when applicable: power consumption, maintenance, sampling, recordkeeping, reporting, and equipment replacement; e) A copy of the Company's warranty; and f) Lists of Designers,Installers, and Service Contractors. 3. The Company shall implement the Performance Evaluation Plan, as submitted and approved by the Department, and shall be responsible for all data collection and submissions to the Department until a final determination on the Performance Evaluation has been made by the Department. 4. Until a final determination has been made by the Department on a completed Performance Evaluation, the Company shall submit to the Department an annual report by February 15th of each year that includes the following: a) a table of all sample data collected for all systems installed to date and all information required by the Department as part of the approved Performance Evaluation Plan; b) status of preparation of a Performance Evaluation Plan if not yet provided to MassDEP, or any recommended changes to the approved Performance Evaluation Plan; c) a list of pending applications for system installations which have been submitted to local approving authorities; d) identification of any System after start-up in violation of the Approval or not in compliance with any performance criteria at the time of the annual report, the reasons for the noncompliance and the status of any corrective actions that are needed; and e) any recommendations and requests for changes to the system monitoring and reporting plan or the performance criteria of the Approval. The report shall be signed by a corporate officer, general partner or the Company owner. (Service Contractor records submitted to the Company should not be included with the annual report to the Department, but shall be made available to the Department within 30 days of a request by the Department.) 5. The Company shall institute and maintain a program of Installer training and continuing education that is at least offered annually. The Company shall maintain and annually update, and make available the list of qualified Installers by February 15th of each year. The Company shall certify that the Installers on the list have taken the training and passed the Company's training qualifications. KleanTu NitROE 2K Provisional Approval,May 2020 Page 10 of 15 Technology:NitROE®2KS&2KM WWTS 6. The Company shall institute and maintain a program of Designer training and continuing education, as approved by the Department. The Company shall maintain and annually update, and make available the list of qualified Designers by February 15th of each year. The Company shall certify that the Designers on the list have taken the training and passed the Company's training qualifications. 7. The Company shall institute and maintain a program of Operator training and continuing education, as approved by the Department. The Company shall maintain and annually update, and make available the list of qualified Operators by February 15th of each year. The Company shall certify that the Operators on the list have taken the training and passed the Company's training qualifications. 8. The Company shall not sell the Technology to an Installer unless the Installer is trained to install the System by the Company. 9. Prior to its sale of any System that may be used in Massachusetts,the Company shall provide the purchaser with a copy of the Approval with the System design, installation, O&M, and Owner's manuals. In any contract for distribution or sale of the System, the Company shall require the distributor or seller to provide the purchaser of a System for use in Massachusetts with copies of these documents,prior to any sale of the System. 10. Within 60 days of issuance by the Department of a revised Approval, the Company shall provide written notification of changes to the Approval to all Service Contractors servicing existing installations of the Technology and all distributors and resellers of the Technology. 11. The Company shall provide written notification to the Department's Director of the Wastewater Management Program at least 30 days in advance of the proposed transfer of ownership of the Technology for which the Approval is issued. Said notification shall include the name and address of the proposed owner containing a specific date of transfer of ownership,responsibility, coverage and liability between them. 12. The Approval shall be binding on the Company and its officers, employees, agents, contractors, successors, and assigns, including but not limited to dealers, distributors, and resellers. Violation of the terms and conditions of the Approval by any of the foregoing persons or entities, respectively, shall constitute violation of the Approval by the Company unless the Department determines otherwise. IV. CERTIFICATION AND NOTIFICATION REQUIREMENTS n application r D P the man or its 1. Thirty (30) days prior to submitting a app scat on for a SC Company y representative shall provide to the Approving Authority a certification, signed by the owner of record for the property to be served by the unit, stating that the property owner: a) has been provided a copy of the Provisional Use Approval and all attachments and agrees to comply with all terms and conditions; b) has been informed of all the owner's costs associated with the operation including power consumption, maintenance, sampling, recordkeeping, reporting, and equipment replacement; K1eanTu NitROE 2K Provisional Approval,May 2020 Page 11 of 15 Technology:NitROEO 2KS&2KM WWTS c) understands the requirement for a contract with a company approved operator and has. been provided a current list of all approved operators; d) agrees to fulfill his responsibilities to provide a Deed Notice as required by 310 CMR 15.287(10)and the Approval; and e) agrees to fulfill his responsibilities to provide written notification of the Approval conditions to any new owner, as required by 310 CMR 15.287(5). 2. Upon submission of an application for a DSCP to the Approving Authority, the Company shall submit to the Approving Authority, with a copy to the Designer and the System Owner, a certification by the Company or its authorized agent that the design conforms to this Approval and that the proposed use of the System is consistent with the unit's capabilities and all Company requirements. The review shall include evaluation of the need for installation of water meter(s) at each facility. An authorized agent of the Company responsible for the design review shall have received technical training in the Company's products. 3. The System Designer shall be a Massachusetts Registered Professional Engineer, or a Y g g g Massachusetts Registered Sanitarian provided that such Sanitarian shall not design a system with a discharge greater than 2,000 gallons per day. 4. Thirty (30) days prior to delivery of the treatment unit to the site for installation, the Company shall provide to the Approving Authority a copy of a signed contract for a minimum period of one year with a Company approved Operator and the initial Owner/Occupant of the property. 5. Prior to the commencement of construction,the System Installer must certify in writing to the Designer and the System Owner that (s)he has taken the Company's training, passed the Company's training qualifications, and is listed on the Company's list of Installers. 6. Prior to the issuance of a Certificate of Compliance by the Approving Authority: a) In accordance with 310 CMR 15.021(3), the System Installer and Designer must certify in writing that the System has been constructed in compliance with 310 CMR 15.000,the approved design plans, and all local requirements, including any local approving authority site-specific requirements; b) In accordance with 310 CMR 15.021(3), the Designer must certify in writing that any changes to the design plans have been reflected on as-built plans which have been submitted to the Approving Authority by the Designer; c) As a condition of this Approval, the System Installer and Designer must certify to the Approving Authority in writing that the System has been constructed in compliance with the terms of this Approval; d) An authorized agent of the Company must certify to,the Approving Authority in writing that the installation was done by a qualified Installer approved by the Company and the installation conforms to this Approval. The authorized agent of the Company responsible for the inspection of the installation shall have received technical training in the Company's products; and e) Prior to signing any agreement to transfer any or all interest in the property served by the system, or any portion of the property, including any possessory interest, the System Owner shall provide written notice, as required by 310 CMR 15.287(5) of all conditions contained in the Approval to the transferee(s). Any and all instruments of transfer and any leases or rental agreements shall be included as an exhibit attached thereto and made K1eanTu NitROE 2K Provisional Approval,May 2020 Page 12 of 15 Technology:NitROE®2KS&2KM WWTS a part thereof of a copy of the Approval for the System. The System Owner shall send a copy of such written notification(s) to the Local Approving Authority within 10 days of such notice to the transferee(s). V. STANDARD CONDITIONS 1. The provisions of 310 CMR 15.000 are applicable to the design, installation, use and operation of a System utilizing an approved or certified alternative technology, except those provisions that specifically have been varied by the conditions of this Approval. 2. The design, installation, and use of the System must conform to the terms and conditions of the Approval and the Department approved attachments. 3. The facility served by the System and the System itself shall be open to inspection and sampling by the Department and the local approving authority at all reasonable times. Standard Conditions Applicable to the System Owner. 4. This Approval shall be binding on the System Owner and on its agents, contractors, successors, and assigns. Violation of the terms and conditions of this Approval by any of the foregoing persons or entities, respectively, shall constitute violation of this Approval by the System Owner unless the Department determines otherwise. 5. The System Owner shall obtain all necessary permits and approvals required by 310 CMR 15.000 prior to the installation and use of the System in Massachusetts. 6. The System is approved for the treatment and disposal of sanitary sewage only. The System Owner shall not introduce any wastes that are not sanitary sewage into the System. The System Owner shall dispose of wastes generated or used at the facility that are not sanitary sewage by other lawful means. 7. Prior to issuance of the Certificate of Compliance and after recording and/or registering the Deed Notice required by 310 CMR15.287(10), the System Owner shall submit the following to the Local Approving Authority: (i) a certified Registry copy of the Notice bearing the book and page/or document number; and(ii) if the property is unregistered land, a Registry copy of the System Owner's deed to the property, bearing a marginal reference on the System Owner's deed to the property. The Notice to be recorded shall be in the form of the Notice provided by the Department. 1 8. The System Owner shall at all times have the installed System properly operated and maintained in accordance with,the most recent O&M provisions of this Approval for the alternative technology and in accordance with any additional requirements of the Approving Authority. The most recent O&M provisions of this Approval for the alternative technology are available from the Department. 9. The System Owner shall furnish the Department any information that the Department requests regarding the System,within 21 days of the date of receipt of that request. Standard Conditions Applicable to the Designer KleanTu NitROE 2K Provisional Approval,May 2020 Page 13 of 15 Technology:NitROE&2KS&2KM WWTS 10. The Designer shall be a Massachusetts Registered Professional Engineer or a Massachusetts Registered Sanitarian, including when designing systems for repair, provided that such Sanitarian shall not design a system to discharge more than 2,000 gallons per day. 11. Prior to the application for a DSCP,the Designer shall provide the System Owner with a copy of this Approval. Standard Conditions Applicable to the Company 12. This Approval shall be binding on the Company and its officers, employees, agents, contractors, successors, and assigns. Violation of the terms and conditions of this Approval by any of the foregoing persons or entities, respectively, shall constitute violation of this Approval by the Company unless the Department determines otherwise. 13. The Company shall include copies of the Approval with each System that is sold. In any contract executed by the Company for distribution or re-sale of the System, the Company shall require all vendors, distributors, and resellers to provide each purchaser of the System with copies of the Approval. 14. The Company shall make available, in printed and electronic format, the approved Attachments and any approved updates associated with the Approval, to the System Owners, Operators, Designers, Installers,vendors, resellers, and distributors of the System. 15. The Company shall submit to the Department for approval any proposed updates or changes to the Attachments to the Approval. 16. The Company shall notify all System Owners, resellers, and distributors of changes to the Approval within 60 days of issuance by the Department. 17. The Company shall notify the Department's Director of the Wastewater Management Program at least 30 days in advance of the proposed transfer of ownership of the Technology for which the Approval is issued. Said notification shall include the name and address of the proposed owner containing a specific date of transfer of ownership, responsibility, coverage and liability between them. All provisions of the Approval applicable to the Company shall be applicable to successors and assigns of the Company, unless the Department determines otherwise. 18. The Company shall furnish the Department any information that the Department requests regarding the Technology within 21 days of the date of receipt of that request. 19. If the Company wishes to continue the Approval after its expiration date, the Company shall apply for and obtain a renewal of the Approval. The Company shall submit a renewal application at least 180 days before the expiration date of the Approval, unless written permission for a later date has been granted in writing by the Department. Upon receipt of a timely and complete renewal application, the Approval shall continue in force until the Department has acted on the renewal application. Reporting K1eanTu NitROE 2K Provisional Approval,May 2020 Page 14 of 15 Technology:NitROEO 2KS&2KM WWTS 20. All notices and documents required to be submitted to the Department by the Approvalshall be submitted to: Director Wastewater Management Program Department of Environmental Protection One Winter Street- 5th floor Boston, Massachusetts 02108 Rights of the Department 21. The Department may suspend, modify or revoke the Approval for cause, including, but not limited to, noncompliance with the terms of the Approval, non-payment of any annual compliance assurance fee, for obtaining the Approval by misrepresentation or failure to disclose fully all relevant facts or any change in or discovery of conditions that would constitute grounds for discontinuance of the Approval, or as necessary for the protection of public health, safety, welfare, or the environment, and as authorized by applicable law. The Department reserves its rights to take any enforcement action authorized by law with respect to the Approval and/or a System utilizing the Technology against the Company,the Designer, the System Owner,the Installer, and/or the Operator of the System. VT. GENERAL CONDITIONS Title 5 Regulations 310 CMR 15.287: "General Conditions for Use of Alternative Systems Pursuant to 310 CMR 15.284 through 15.286" "The following conditions shall apply to all uses of alternative systems pursuant to 310 CMR 15.284 through 15.286: 1. All plans and specifications shall be designed in accordance with 310 CMR 15.220. 2. Any required operation and maintenance, monitoring and testing plans shall be submitted to the Department and approved prior to initiation of the use. Monitoring and sampling shall be performed in accordance with a Department approved plan. Sample analysis shall be conducted by an independent U.S. EPA or Commonwealth of Massachusetts approved testing laboratory, or an approved independent university laboratory, unless otherwise provided in the Department's written approval. It shall be a violation of 310 CMR 15.000 to omit from a report or falsify any data collected pursuant to an approved testing plan. 3. The facility served by the alternative system and the system itself shall be open to inspection and sampling by the Department and the Local Approving Authority at all reasonable times. 4. The Department and/or the Local Approving Authority may require the owner or operator of the system to cease operation of the system and/or to take any other action necessary to protect public health, safety, welfare and the environment. 5. The owner or operator shall provide written notice to any new owner or operator that the system is an alternative system. Such notice shall include notice of the general conditions and any special conditions applicable to the system and its owner. i • K1eanTu NitROE 2K Provisional Approval,May 2020 Page 15 of 15 Technology:NitROEO 2KS&2KM WWTS 6. The owner or operator, or the proponent of the alternative system, shall obtain and provide the Department with a determination from the board of certification of operators of wastewater treatment facilities established pursuant to M.G.L. c. 21, § 34A as to whether a certified operator is required for operation of the alternative system. The Department shall waive this requirement if it has on file a determination for the alternative system, and shall notify the owner, operator, or proponent of the determination. 7. It is a violation of 310 CMR 15.000 to install, construct, or operate an alternative system except in full compliance with the written approval and 310 CMR 15.287. 8. The Department may require the issuance of a groundwater discharge permit pursuant to 314 CMR 5.00 (groundwater discharge program)for any alternative system. 9. The system owner shall maintain an operation and maintenance contract with a Massachusetts certified operator where one is required by 257 CMR 2.00, or otherwise with a person qualified to operate and maintain the system in accordance with the Department's written approval. 10. Prior to obtaining a Certificate of Compliance for installation of a new or upgraded system, the system owner shall record in the chain of title for the property served by the alternative system in the Registry of Deeds or Land Registration Office, as applicable, a Notice disclosing both the existence of the alternative on-site system and the Department's approval of the system. The system owner shall also provide evidence of such recording to the Local Approving Authority. ton.. 9�3 w r 1 r�' .". {}w�.v�^;. aZ'_lN�� : Ohi rx���Wl t *` � •'� " �` paw � r ; TGH�tJ i t .----R Oaf lI'.��,,. R "' t,r, •x:t:old ��a 'o t�-o• ' ` O. . �Oo a' T ► 0 E ..: o�l'e.rtret swm 3 �. E �:J •r•.e.v s -� r6 �L` p (• e t WV 0H tatNWti ft t a � , Y:X ' • ' h ;I ;moo, ' 6-a' g-fo 3 g'_,o•• � �».-a �.a-o ' s .t . .r 36 0 t _ z � a „ - M ----- ------------ -- - ----- - sra, -- o _ Y - bo 9 Nk AN � 9 M' �.f _ 8 e s r i .. r.._. a ./ d A vo �LGoNr�t" oa pu r� .e Town of Barnstable Board of Health 200 Main Street, Hyannis MA 02601 Officer 508-862-4644 Susan G.Rask,RS. FAX: 508-790-6304 Sumner Kaufman,MSPH Wayne Miller,M.D. February 25, 2004 Ms. Sarah Ojala Down Cape Engineering 939 Main Street, Route 6A Yarmouthport, MA 02675 , E 6 Barberry hiesstons Mllis. Dear Ms. Ojala, /0 az — You are granted a conditional variance on behalf of your client, Jonathon Blake, to construct an onsite sewage disposal system at 36 Barberry Lane, Marstons Mills. The variance granted is as follows: 310 CMR 15.217: To increase the calculated allowable nutrient loading per acre by using technology certified by DEP for enhanced nutrient removal. This variance is granted with the following conditions: No more than one (1) bedroom is authorized at this property. Dens, study rooms, offices, finished attics, sleeping lofts, and similar-type rooms are considered "bedrooms" according to the MA Department of Environmental Protection. The applicant shall submit neatly drawn floor plans of the proposed home to the Board of Health. Each room shall be clearly labeled on the submitted plan. Room dimensions and doorways shall also be shown on the submitted plan. S ('2) The applicant shall record a properly worded deed restriction, signed by J the owner of the property, at the Barnstable County Registry of Deeds j f) restricting the property to one bedroom maximum. A copy of .the e2'I CO recorded deed restriction shall be submitted to the Health Agent prior to ),00-4`0' obtaining a disposal works construction permit. Q:HEALTH/WP/OjalaBlake � a r,� 7 k4ujej .:a 77 � „` Sly F N' }��� . Z(3) The applicant shall obtain the approval of MA DEP prior to obtaining a disposal works construction permit. '4) The septic system with innovative technology components shall be installed in strict accordance with the engineered plans dated December d 23, 2003, signed by Arne Ojala dated February 12, 2004. (5) The designing engineer shall supervise the construction of the onsite sewage disposal system with innovative technology components and shall certify in writing to the Board of Health that the system was installed in substantial compliance with the plans dated December 23, 2003, signed by Arne Ojala dated February 12, 2004. (6) The influent and wastewater effluent shall be monitored monthly during D d� the first six months of operation, then quarterly thereafter for pH, BOD, 3 TSS, TKN, NO3-N, and ammonia. A revised monitoring plan shall be submitted to the Board of Health which meets this monitoring frequency. This variance is granted because the proposed plan appears to meet the design standards contained within the State Environmental Code, Title 5 and local Health Regulations. Sinc rely your r Wayne Miller, M.D. Chairman Q:HEALTH/WP/Oj alaBlake TOWN OF BARNS ABLE f� LOCATION 8SEWAGE # !�- VILLAGE MQ CjtM, JW1 ASSESSOR'S MAP & LOT Q t INSTALLER'S NAME&��CIPHONE NO.� I SEPTIC TANK CTY4 � LEACHING FACILITY: (type) (size �� NO.OF BEDROOMS_I �- (_ BUILDER OR OWNER k of 0 V i"') PERMTTDATE: 1--�©—Q COMPLIANCE DATE: Separation Distance Between the: Maximum Adjusted Groundwater Table to the Bottom of Leaching Facility Feet Private Water Supply Well and Leaching Facility (If any wells exist on site or within 200 feet of leaching facility) Feet Edge of Wetland and Leaching Facility(If any wetlands exist within 300 feet of leaching facility) Feet Furnished by 11 F'12ONT ®F }IauSE 34 23' - 4-2 5 B 3SIU„ 2 -32° I 3 —z3,5Ile 5' - a4' 7" } No. Fee /✓ `� COMMONWEALTH OF MASSACHUSEI'TS Entered in computer: Yes PUBLIC HEALTH DIVISION -TOWN OF BARNSTABLE., MASSACHUSETTS 01ppYtcatton for Oizpool bpttem Con.5tructton Permit Application for a Permit to Construct( Repair( )Upgrade( )Abandon( ) 'Complete System ❑Individual Components -Location Address or Lot No. ��` r 1 f/ Owner's Name,Address and Tel.No. Assessor's Ma /Parcel "1 2. .ems Hat i d-' p l� A wi ©2 sb3 In aller' e,Ad dCe s,and Tel.No. n 5 Designer's Name,Address and Tel.No.3'J 9'" bZ 6•T3oX 628 rV. 02 l31 0��-� S�, � �»Uc�f� Type of Building: FjeSidC:»cc, Dwelling No.of Bedrooms Lot Sizel 56® sq.ft. Garbage Grinder( ) Other Type of Building No. of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow 220 gallons per day. Calculated daily flow 2 3-f gallons. Plan Date /01—c2.3 — N mber of sheets Revision Date Title Size of Septic Tank /S®D Type of S.A. ,3 3-06 617 Description of Soil AaZL Nature of Repairs or Alterations(Answer when applicable) Date last inspected: Agreement: The undersigned agrees to egT' of truction and maintenance of the afore described on-site sewage disposal system in accordance with the provisionshe Envir ental Code and not to place the system in operation until a Certifi- cate of Compliance has been issuof Health. Signed Date�2 Application Approved by Date 7� 3U—o Y Application Disapproved f the following rea ns Permit No. Date Issued o No. `f JQ Fee -/ COMMONWEALTH OF MASSACHUSETTS_; = Entered in-computer L„ r =" Yes PUBLIC HEALTH DIVISION -TOWN OF BARNSTABLE, MASSACHUSETTS " 01ppYication for �0igpogal­*pgtem Cougtruction Permit Application for a Permit to Construct Repair( ' )Upgrade( )Abandon( ) Complete System El Individual Components Location Address or Lot No. Owner's Name,Address and Tel.No. 6_0 ff-81819 L )k 70�,n 11b((I.- I�L Assessor's _Ma /Parcel o "l 2 �±_,e 0—t H t.-Q_.�. p f� `! rol -, o 2 S la s In taller' e,Addre s,and Tel.No. 5 r �V1 Designer's Name,Address and Tel.No.50 '.�b� ' s� (1 T ' emu 1 � lit. T ° ' �b 3oX 62 J G� s do ; w. - 02 3°I ,I1 Type of Building: &51 den cc, I", Dwelling No.of Bedrooms f Lot Size J©0 sq.ft.' Garbage Grinder( ) Other Type of Building No.of Persons Showers( ) Cafeteria( ) Other Fixtures ',Design Flow .220 gallons per day. Calculated daily flow 23, t gallons. Plan Date /C2-"1213 N m ber of sheets Revision Date Title st.. fJ Size of Septic Tank f.SD® Type of S.A. Description of Soil S.f 021/124117 Nature of Repairs or Alterations(Answer whepap'plicable) Date last inspected: Agreement: The undersigned agrees to ensure the struction and maintenance of the afore described on-site sewage disposal system pie in accordance with the provisions of T' of the Environmental Code and not to place the system in operation until a Certifi- ,w cate of Compliance has been issue this of Health. _ r'` - Signed Date i Application Approved by /--, Date 7 :: 0--D L/ Application Disapproved&t&following rea ns } w. r , Permit No. ;2 U 0 L/'3b Date Issued ` h.A V t THE COMMONWEALTH OF MASSACHUSETTS BARNSTABLE, MASSACHUSETTS (Certificate of (Compliance THIS IS TO CERTIFY,that the On-site Sewage Disposal System Constructed(y )Repaired ( )Upgraded( )' Abandoned )by e:, lc- vG, A14 .. ,at 90-(QDrf)41 r A „r L r 11n,J5 has been constructed in accordance -161'_ with the provisions of fide 5 and the for Disposal System Construction Permit No. a vo t-✓` 3(U dated 7150 0 Installer E�,`a r_9 iAa\ Designer 03k,\10�; The issuance of this permit-shall'note be cons�tru�e/d as a guarantee that the s tem wiI ti a designed. Date / 1 E�'" Inspector �� -------------------- -------------------- No. 2.0OL LMd- Fee THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION - BARNSTABLE, MASSACHUSETTS Migpogal *pgtem Qfougtruction Permit Permission is hereby granted to Construct( )Repair( )Upgrade( )Abandon( ) + System located at 'r�E ^t"►wt 1Nti r � I and as described in the above Application for Disposal System Construction Permit.The applicant recognizes his/her duty to comply with Title 5 and the following local provisions or special conditions. Provided:Construction must be completed within three years of the date of this perm' Date:__ 713oA L/ Approved by U 1�1/U- ✓ FROM :RJ Bevilacqua ConStru`ttion FAX NO. :508-833-6359 Apr. 13 2006 08:55AM P1 FAX N0. :1500629880 Rpr. 1-7 2a05 ems:ssr � rl FROM 'down cape engineering inc , TOWU of Barnstable Regulatory Services Thomas F.Geller,Director s Public Health)Division Thomas McKean,Director 200 Main Street,Hyannis,MA 02,601 Fax; 508-990.6304 OMW 508-862•46 t LDesWa erti�ca11� Date: - . I taller• ddres a Addreast �> t to�t$a IL ,�issued apeani On based un a dCAP drawn by septic system at I +tl�t the sepda ' ude approved changes suchas lateral reed location of e �, which=Y . distn-b n box and/or septic teak. I cettfy that the seyda s s<em ref=z'-czu above way i;,.�lted -: � � 'a ctian , Ulp en 10 lateral relocation of the SAS or gay votloal rel a ow Y rcvlmsioa or o gy m)but in accordance with State &Local Regn1 r built by designer to fbllQw. j%j OF AoA ARNE H. OJALA • � � CIVIL ti q No.30782 ��SS�OfdAl. E�6 I der s ) ( eat s tamp ) 'A F 8 Q. I;eai"�BOp�yDo�i Cardfindon Farm �: 44 Commerciai Street Raynham,MA 02767 Tel: (508)880-0233 Fax: (508)880-7232 October 2, 2014 - Mr. _ 36 Barberry Lane Marstons Mills, MA 02648 Reference: FAST® Wastewater Treatment System - Serial Number: 26619 Dear Mr. Weston: Attached please find the Field Inspection& Service Report and test results (as required) for services performed on 8/22/14 at your property located at 36 Barberry Lane, Marstons Mills, MA. Please call if you have any questions or require additional information. Sincerely, Wastewater Treatment Services, Inc. Un Service Department ZA Enclosures CD ,�. rn I ►1 G h.R P 6 R A T E B 8450 Cole Parkway, Shawnee, KS 66227, Phone 913-422-0707, Fax 913-422-0808 e-mail:onsite@biomicrobics.com, www.biomicrobics.com, 800-753-FAST(3278) - FIELD INSPECTION & SERVICE REPORT For Bio-Microbics Single Home FAST°System 20729 INSTALLATION AUTHORIZED:SERVICE PROVIDER Installation Address: 36 Barberry Lane Name:Wastewater Treatment Services,Inc. Marstons Mills,MA02648 Owner Name:William Weston Mail Address: 36 Barberry Lane Mail Address: 44 Commercial Street Marstons Mills,MA 02648 Raynham,MA 02767 Phone:508-776-8240 Fax: e-mail: Phone:(508)880-0233 Fax:(508)880-7232 e-mail: INSTALLATION INFORMATION; Model No. Serial No. Date of Installation Date of last pump out MicroFAST.5 26619 3/24/2006 EQUIPMENT YES_ NO MAINTENANCE PERFORMED AND COMMENTS _. Electrical Panel(s) Visual Alarm Operating x Audio Alarm Operating x (if present) Blower(s) Air Inlet Filter Clean x Blower Hood Vents Clear x Excessive Noise x Excessive Vibration x Treatment unit(s) Unusual Oder x Pumpout Required x i Primary Settling Zone 16" Aerobic Treatment Zone 18" EFFLUENT(optional). L'IMTI RESULT Estimated Daily Flow 110 gpd pH(Standard Units) 7.00 Color Clear Temperature Odor Earthy Comments:System needs to be pumped, TECHNICIAN SERVICE DATE Michael Oliveira 8/22/14 ,— Massachusetts Department of Environmental Protection Bureau of Resource Protection -Title 5 L\ DEP Approved Inspection and O&M Form for Title 5 I/A Treatment and Disposal Systems 20729 A. Installation William Weston Owner 36 Barberry Lane Facility Street Address Marstons Mills 02648 City Zip Mailing address of owner, if different: 36 Barberry Lane Street Address/PO Box: Marstons Mills MA 02648 City State Zip 508-776-8240 Telephone Number B. Authorized Service Provider Wastewater Treatment Services, Inc. 0&M Firm 44 Commercial Street Street Address Raynham MA 02767 City State Zip 508-880-0233 Telephone Number Michael Oliveira 15621 Certified Operator Name Certification Number C. Facility/System Information 26619 Bio-Microbics, Inc. MicroFAST .5 DEP ID Manufacturer ID Model Number 3/24/2006 3/24/2006 Installation Date Start of Operation Approval Type: [] General (] Provisional [] Piloting [] Remedial [x] General Denite Seasonal Residence—used less than 6 mo./year: []Yes [x] No D. Operating Information 8/22/14 Inspection Date Previous Inspection Date 16" Pumping Recommended [x]Yes [] No Sludge Depth(to be checked yearly) 1 ti Massachusetts Department of.Environmenta! Protection �^ Bureau of Resource Protection-Title 5 �\ DEP Approved Inspection and OW Form for Title 6 I/A Treatment and Disposal Systems 20729 E. Field Testing Field Inspection: Color: [] gray [] brown [x]clear []turbid [] Other(specify): Odor: [] musty [x] earthy [] moldy [)offensive []turbid Effluent Solids: [x] no []some pH 7.00 SU DO 5.40 mg/L Turbidity 17.20 NTU 6 to 9 2 or greater 40 or less Should a Remedial or General Use system fail the Field Testing, effluent samples shall be collected per Standard Methods and analyzed for BOD and TSS. F. Sampling Information Samples Taken: [] Influent [x] Effluent Commercial systems or systems with a design flow of 2000 gpd and greater, and General Use nitrogen reducing systems: 110 gpd Parameters sampled: Influent: [] pH [] BOD [] CBOD []TSS []TKN [ ] Nitrate [] Nitrite [] Phosphorus [] Spec. Cond. []Ammonia []Alkalinity [] Oil Grease []VOC [] Fecal Coliform Effluent: [] pH [] BOD []CBOD []TSS [x]TKN [x] Nitrate [x] Nitrite [] Phosphorus [] Spec. Cond. []Ammonia []Alkalinity [] Oil Grease []VOC [] Fecal Coliform G. Inspection and Maintenance Description of any maintenance performed since previous inspection &during this inspection: Cleaned Filter, Checked Splash Recycle Notes and Comments: System needs to be pumped, a 2 _ Massachusetts Department of Environmental Protection I Bureau of Resource Protection -Title I (V Del) Approved Inspection and O&M Form for Title 5 UA Treatment and Disposal Systems 20729 H. Certification I certify: 1 have inspected the sewage treatment and disposal system at the address above, have conducted the required Field Testing and/or sample collection in accordance with Standard Methods, have completed this report and the attached technology operation and maintenance - checklist, and the information reported is true, accurate, and complete as of the time of the - incnartinn i amp nna��,arhijgPtts certified operator in accordance with 257 CMR 2.00. 8/22/14 Operator Signature Date System owner must submit this report, technology O&M checklist, and any required sampling results to the local board of health and DEP as follows for each inspection performed: Remedial Use—by January 31st of each year for the previous calendar year Piloting Use-within 45 days of inspection date Provisional Use—by March 31 th of each year for the previous 12 months General Use—by September 30th of each year for the previous 12 months Send to: Department of Environmental Protection Attention: Title 5 Program One Winter Street, 6th Floor Boston, MA 02108 3 I s Pti Serial`No:08291413:00 1 Project Name: 36 BARBERRY LN. MARSTONS MILL Lab Number: L 1419216 (Project Number: 26619 Report Date: 08/29/14 SA.IFOIPLE RESULTS Lab ID: L1419216-01 Date Collected: 08/22/14 14:30 Client ID: EFFLUENT Date Received: 08/22/14 Sample Location: WILLIAM WESTON Field Prep: Not Specified Matrix: Water Dilution Date Date Analytical Parameter Result Qualifier Units RL MDL Factor Prepared Analyzed Method Analyst General Chemistry UVestborough.Lab Nitrogen,Nitrite ND mg/I 0.50 10 08/23/14 01:01 44,353.2 DB Nitrogen,Nitrate 13. mg/I 1.0 10 - 08/23/14 01:01 44,353.2 DB Nitrogen,Total Kjeldahl 4.25 mg/I 1.50 5 08/25/14 12:48 08/25/14 20:56 30,4500N-C AT Page 6 of 12 Y Fax Send Report OCT-31-201414:10 FRI Fax Number : 15087906304 Name BARNST HEALTH Narre/Number 915083622603 Page 1 Start Time OCT-31-2014 14:10 FRI Elapsed Time 00'22" Mode STD ECM Results [O.K] [t.r d�_it c t0/31�(cl je yr New I/A Svst�rmit Summary Sheet (-Z6,E. i I Site Information Town:. mil'ST��(3u� ..Town Permit Assessor Map/Parcel:_. 10 2 — I V _ Unique Town ID# Site Address:_ Owner Name:_>,L,): �`m � --—-- _ Alternate Name:_ Nome Phone: Mailing Address:_ Work Phone: - -- Title 5 Information Building Type/Use: Design Flow: (gpd) Seasonal Use? Yes❑ Now Unknown❑ Bedrooms: Title V N.S.A.? Yes❑ No❑ Unknown r] Lot Size: 2 4�'�:L.L, cr+br:•;�.4r�L.�d. r.•s}r.hw� �`�•- Non-standard components: Please list all components e.g.1/A treatment unit,pump chamber,pro-and post equall2ation tanks,prossure distribution SAS,effluent filter,UV unit,ctc.,and maintenance schedule for each component e.g.quarterly,2X/yr,annual,etc. I/A Treatment Unit Make and Model# �PAST 5 DEP Permit Type:Yp El General Board Approval Date: a 2/Z$/p it COC Date: I ( 5 1 —O&M Contrael Entity: provisional —S-- ❑Remedial Contract Start Data_- Contract Duration: r S, -T ❑pilot Unit Installation Date:__ Unit Startup Date:-3 2 y(; DEP Permit ID#:=_(,-<­( cL Influent/Effluent Monitoring Requirements and Water Quality Limits Please indicate water quality parameters that must be monitored and any town mandated water quality limits;if nu limits are shown,we will assume parameters and effluent limits speciFed in the.system:s DEP approval will apply, Effluent pH _ BODs'�K CBOD❑ — TSSK_ _ TN ❑ Nitrate❑ Nitrite Organic N❑ Ammonia U- TKN Fecal Coliform❑ Total P Ij Organic P Ej_ TDS❑— Oil/Grease❑— Conductance❑ Alkalinity❑_ Water Usage El— Temp.❑_ _ Monitoring Schedule: Other Applicablal..imits:_ Influent pH❑ BODs rJ CBOD❑ f55❑_ TN❑ Nitrate n Nitrite❑ Organic N❑ Ammonia❑- TKN Fecal Col form❑. _ Total P Organic P�] TDS Conductance❑ Alkalinity ❑ Oil/Grease[]. ❑_. Water Usage❑ _ 'Temp.❑__ Monitoring Schedule: Other Applicable Limits: BCDHE Tracking#_ — Please return this sheet to: FAX:508-362-2603 Finaii:bciatnchQcape.com �a OF B,{�,� . New I/A System Permit Summary Sheep �l SA . Site Information CHus���� a Town: 'F-)A f\ J 5l7-\aL_C— -Town Permit# ���/ — 3 Fr 2 Assessor Map/Parcel: 1 y Z — I L�v Unique Town ID # Site Address: Co ( ;, b�'�k ( 4-,-e Owner Name: -- 1 L) Alternate Name: Home Phone: Mailing Address: Work Phone: Title 5 Information y Building Type/Use: �{J - F�w� ��- Design Flow: 1 y (gpd) Seasonal Use? Yes ❑ Ndg_ ,Unknown ❑ Bedrooms: Title V N.S.A.? Yes ❑ No ❑ Unknown ❑ Lot Size:r 2 Z Non-standard components: Please list all components e.g. 1/A treatment unit,pump chamber, pre-and post equalization tanks, pressure distribution SAS, effluent filter, UV unit, etc., and maintenance schedule for each component e.g. quarterly, 2x/yr, annual, etc. I/A Treatment Unit Make and Model# -}ASI 5 DEP Permit Type: ❑ General oard Approval provisional O 8, M Contract Entity:_ —� ❑ Remedial Contract Start Date: Contract Duration: s ❑ Pilot Unit.Installation Date: Unit Startup Date: 3 Z-f/L(, DEP Permit lD #: 2— 9 Influent/Effluent Monitoring Requirements and Water Quality Limits Please indicate water quality parameters that must be monitored and any town mandated water quality limits;if no limits are shown, we will assume parameters and effluent limits specified in the system's DEP approval will apply. Effluent pH BOD, CBOD ❑ TSS TN,Er Nitrate ❑ Nitrite ❑ Organic N ❑ Ammonia ❑ TKN ❑ Fecal Coliform ❑ Total P ❑ Organic P ❑ TDS ❑ Oil/Grease ❑ Conductance ❑ Alkalinity ❑ Water Usage ❑ Temp. ❑ Monitoring Schedule: Lf. c1 Other Applicable Limits: Influent pH ❑ BOD5 ❑ CBOD ❑ TSS ❑ TN ❑ Nitrate ❑ Nitrite ❑ Organic N ❑ Ammonia ❑ TKN ❑ Fecal Coliform ❑ Total P ❑ Organic P ❑ TDS ❑ Oil/Grease ❑ Conductance ❑ Alkalinity ❑ Water Usage ❑ Temp. ❑ Monitoring Schedule Other Applicable Limits: BCDHE Tracking# Please return this sheet to: FAX: 508-362-2603 Email: bciatech@cape.com S C.lied reh 4r 4-o le-� k2r }11 kic,e.di 4-9 .6 c-rKtW vo ca MQII&p f,,4 n"4-� S-14p e key(a i �G(Iiodh �elit2C y I 36 Barberry Ln, Marstons Mills, MA 02648 MLS# 21204250 - Zillow Page 1 of 1 Homes Massachuse'ts Barnstable City Views 71 Home shopping just got better!Map your friends and get their advice on neighborhoods. 36 Barberry Ln For Sale: $229,000 e � , I � s ZestimaleO: $272,300 I ' Est $839/mo Mortgage: See current rates on Zillow Ad hlnrkPd by VIPRE t 1 Beds: 2 - Baths: 2 I Sqft: 1,512 � Lot: 9,148 sq ft/0.21 acres - Type: Single Family Year built: 2005 Last sold: Apr 2006 for$312,500 i Parking: -- Cooling: -- Heating: Fireplace: -- This charming open concept cape will surprise you. From the On Zillow: 6 days beautiful cherry cabinets with granite counter tops to the ! MLS»:121204250 beautiful hardwood Floors. Relax in your gas fireplaced living room with cathedral ceiling with a skylight or enjoy yourself j in the left above overlooking the first floor.Take a ...More More facts i Save Email Edit Share Map Print i Charts and Data j € Value Range 30-day change $/sgft Last updated i 2estimate $272,300 $202K-$313K +$14,300 $180 05/11/2012 Rent 2estimate $1,700/mo $1.3K-$2.3K/mo +$27 $1.12 05/09/2012 ( Agent Comment You must sign-in and claim-his listing in order to post a comment E 2estimate Listing price Rent zestimate'more 1 year 5 years!10 years 1 l !i i Loading chart... I !� i. f Ad hlnrked by VIPRE I i I � i I l http://www.zillow.com/homedetails/36-Barberry-Ln-Marstons-Mills-MA-02648/72226923... 5/11/2012 36 Barberry Ln, Marstons Mills, MA 02648 MLS# 21204250 - Zillow Page 2 of 2 .... ..... .rn ..-_ ........._........-,... ._.._....., ...m____... .. .. :__.--- ._._.._...__..-=$360k $320k ................ _. .:......_ _ $2601k ... .. .............. ._,........_.. ..-.............__ ....._,.............. ,....,.... .. _$240k $2 3 1 k . ...._ _ 'ZiIIUW ... r$220k .... _.......... _ -- --.. ................. —------- Jan'18 Jan09 Jrr,10 Jan11 Jan1'2 Price History Date Description Price Change $/sgft Source 05/06/2012 Listed for sale $229,000 -26.7% $151 Sotheby's International Realty 04/28/2006 Sold $312,500 -- $206 Public Record Tax History Year I Property taxes I Change Tax assessment I Change 2011 $2,279 4.0% 1 $243,000 0.2°! Listing Provided By Cynthia Langan Listing source: Point2 Brokerage: Sotheby's International Realty Brokerage phone: (508)548-2522 http://www.zillow.com/homedetails/36-Barberry-Ln-Marstons-Mills-MA-02648/72226923... 5/11/2012 36 Barberry Ln, Marstons Mills, MA 02648 MLS#21204250 - Zillow Page 1 of 2 ozi l ow" 36 Barberry Ln This charming open concept cape will surprise you. From the beautiful cherry cabinets with granite counter tops to the beautiful hardwood floors. Relax in your gas fireplaced living room with cathedral ceiling with a skylight or enjoy yourself in the loft above overlooking the first floor.Take t. a short stroll(only one street away)to beautiful Shubael Pond,over 120'of sandy beach,a great ;, 4` place to swim, kayak or canoe. Brokered And Advertised By: Sotheby's International Realty Listing b, Agent: Cynthia Langan Map Ide 10 E{ Vn Alt � , i , Wyk y y „ cooa {s ' ss {Y 4 For $229,000 � f � i 1,;�I Sale: /o�SS �yy � � sbaet ZestimatO: $272,300 Est. _ $83911� Mortgage: Beds: 2 •�' l �,.�� , y .,;w . Baths: 2 - i,.-•- �'ag w �#` i» Lot: 9,148 sq ft/0.21 acres g ` YPe: Single Family ? � ,.-•--•--�Y`�1� r,, r�" -.. -. �_ Year built: 2005 .R�' �i .. „. .�:�rQ _. '. 4. ^fig.. __,,.,.....a....-.Mapdata@2012Google'. Last sold: Apr 2006 for$312,500 Parking: Charts and Data Cooling: Heating: Fireplace: -- n Zillow: 6 days MLS#: 21204250 County: Barnstable Exterior material: Wood Parcel#: M:102 L:160 Per floor sqft: 1,512 Roof type: Asphalt Total rooms: 6 Stories: 2 Structure type: Cape cod illow Home ID: 72226923 Nearby schools Primary: Marstons Mills East Horace Mann Charter School Middle: Barnstable Horace Mann Charter School High: Sandw ch High School 0 Take Zillow on the go!Get free Zillow apps for the Whore,Wad,and Android. Value Range 30-day change $/sgft Last updated estimate $272,300 $202K-$313K +$14,300 $180 05/11/2012 Rent Zestimate $1,700/mo $1.3K-$2.3K/mo +$27 $1.12 05/09/2012 http://www.zillow.com/homedetails/36-Barberry-Ln-Marstons-Mills-MA-02648/72226923... 5/11/2012 YIY 91-w&!2m t Jaye e&, Yw. 44 Commercial Street Raynham, MA 02767 Tel` (508)880-0233 Fax: (508)880-7232 August 27, 2008 Mr. Robert Geggatt 611 Boxberry Hill Road East Falmouth,MA 02536 RE: MicroFAST System- 26619 �36 Barberry Lane, Marstons Mills, Massachusetts Dear Mr. Geggatt: We have re-instated your Inspection&Effluent Testing Agreement for the FAST Treatment•system located at 36 Barberry Lane,Marstons Mills, Massachusetts as of today's date. Thank you. Sincerely, Fy Donna L. Callahan .o N J Cc: Department of Environmental Protection, Boston i Barnstable Board of Health �-200 Main Street . Hyannis,.MA, 02601. ,' 44 Commercial Street Raynham, MA 02767 Tel: (508) 880-0233 Fax: (508) 880-7232 June 18, 2008 Mr. Robert Geggatt 36 Barberry Lane Marstons Mills, MA 02648 Re: Serial Number: 26619 Location: 36 Barberry Lane, Marstons Mills,MA Dear Mr. Geggatt: We understand you do not wish to continue your maintenance contract with our company. Please be advised the Massachusetts Department of Environmental Protection requires a maintenance contract be in place for the life of the alternative septic system. Also, we are required to inform both the state and local agency of your decision. If you have any questions or need additional information please call our office at (508) 880-0233. Sincerely, c� C� P N Donna L. Callahan - Copy to: Massachusetts DEP N co rn Barnstable Board of Health .200 Main Street _- , Hyannis, MA 02601 � Uaivanua car- ,'Tealwiertt Please complete all items marked• 44 Commercial Streetham, MA including three signatures. Mail Rayn Rayn signed original contract to: 02767 Wastewater Treatment Servica.Inc. 44 Commercial Street Tel: (508) 880-0233 Ramh;amal o w Fax: (508) 880-7232 INSPECTION AND EFFLUENT TESTING AGREEMENT Agreement entered into by and between Wastewater'rreatment Services,Inc.(herein called WTS)and the FASTm System OWNER(herein called OWNER) for the inspection by WTS of certain equipment of OWNER which is described below. Upon acceptance of this agreement at WTS's office,WTS will render the following services only: Equipment will be inspected at least 4 times per year that this Agreement remains in effect,with the first inspections beginning 3- -o 4, . These inspections will include: 1) Testing of the sludge depth in the septic tank. 1) Inspection,power testing and clean/replace intake filter of the air blower. 1) Inspection of the alarm system. 1) Inspect overall condition of FAST®System. 1) Notification to OWNER of any problems encountered. 1) Service other than routine maintenance will be billed at an hourly rate,plus travel and parts. WTS shall notify the local board of health and Department of Environmental Protection in writing within 24 hours of a system failure or alarm event including corrective measures that have been taken. OWNER will be billed standard WTS charges for any parts used in repairs or maintenance. Any additional labor time will be billed to the OWNER at standard labor rates of$74.00 per hour. Emergency service between regular inspections will be provided at standard labor rates during normal business hours; at time and one-half after 5:00 PM and on Saturdays; and at double time on Sundays and holidays. Emergency service charges will include a minimum four(4)hours of labor, plus standard WTS charges for parts,plus mileage and travel charges. The annual rate includes routine maintenance, but does not include repairs required for damages caused by abuse, accident, theft,acts of third persons, forces of nature,or alterations made to the equipment. WTS shall not be responsible for failure to render the agreed services if caused by strikes, labor disputes,non-cooperation by OWNER, or other factors beyond the control of WTS. OWNER understands and agrees that WTS is not responsible for special, incidental or consequential damages, including loss of time, injury to person or property,or equipment failure. OWNER agrees that WTS may enter OWNER's property and have acceptable access to all areas deemed by WTS to be necessary or appropriate for WTS to perform its duties hereunder. Jul 15 04 09: 50a --. . p . 3 This is a two-year contract which will be billed annually. All payments are non-refundable. OWNER'S failure to pay invoices promptly or to otherwise comply with this contract may resull in suspensionn of service,cancellation of contract and/or nullification of warranties, at the election of WTS. •fllis ,agreement is not assignable without the consent of WTS and will remain in force until cancel,::d by either party through written notice. MANUFACTURER MODEL NO. SERIAL NO. LOCATION ANNUAL RATE Bio-Microbics MicroF T 7ZT7T Marstons Mill>, MA $420 00 EQUIPMENT OWNER Wastewater Treatment Services. Inc. *Signed b OWNER: > Y Jonathan Blake Signed: *Address: 36 Barberry Lane 44 Commercial Street Raynham, MA 02767 Tele: (508) 880-0233 *City: State: Zip: Fax: (508) 880-7232 Marstons Mills MA 02648 *Telephone 508-889-8154 Effective Date of Agreement_ -,,Z�4-0 *Daytime Telephone OWNER understands that(1)ANNUAL RATE payment is for one year only of this M-,o-year agreement and is non-refundable;and(2)Current DEP Regulations require OWNER to maintain a service agreement for the life-of the FAST' stem. I ,AVE READ AND UNDERSTAIN"D THE FOREGOING. *Signed by OWNER: Influent&Effluent Te in - er local Board of Health Influent&Effluent samp ken monthly for the first 6 months then quarterly thereafter and delivered to a qualified testing lab for evaluation. Results sent to State and local Agencies a< well as the OWNER. OWNER is responsible for providing acceptable access to effluent to enable a grab sample to he taken for laboratory testing performed. r PERMIT: *(PLEASE CHECK ONE) ( )GENERAL ( )REMEDIAL, (X ) PROVISIONAL *SPECIAL CONDITIONS PER LOCAL BOARD OF HEALTH(Y)or(N) it'YES. please attach copy of permit (X )CBOD5,TSS, pH,Nitrate,Nitrite,TKN, Alkalinity,BOD, Ammonia *Cost for testing: 405.00Nisit Operator assigned: William Everett Telephone: (508)400-3868 *Engineer: Down Cap�.,Fne.i,neerwg *Approval for Effluent Testing H is Signature '"' Jul 01 04 03: 10p p. 2 Jun 30 04 09: 15a p. 3 This is a two-year contract which will be billed annually. All payments are non-refundable. ()NN.NF,R's failure to pay invoices promptly or to otherwise comply with this contract may result in sus sersion of service, cancellation of contract and/or nullification of warranties, at the election of WTS. Thi agreement is not assignable without the consent of WTS and will remain in more until cancele d L�pa through written either party g notice. - MANUFACTURER MODEL NO. SERIAL NO. LOCATION Bio-Microbics MicroFAST ANNZ - "ATE Marstons M:!Is, MA S420_00 EQUIPMENT OAR Wastewater Treatment Services, Inc. *Signed by OWNER: Jonathan Blake Signed: *Address: — 36 Barberry Lane &ts 44 Commercial Street Raynham, MA 02767 Tele: (508) 880-0233 *City: State: Zip: Fax: (508) 880-7232 Marstons Mills MA 02648 *Telephone 508-889-8154 Effective Date of Agreement—__ Daytime Telephone OWNER understands that(1)ANNUAL RATE payment is for one year only of this tw•o-year agreement and is non-refundable;and(2)C ent law requires OWNER to maintain a service agreement 'or the life of the FAS'rSystem. IRA AD U�TDER$TAND THE FOREGOING. *Signed by OWNER: ;' j-'• Effluent Testing Effluent sample taken ly and delivered to a qualified testing lab for evaluation. Results sent to State and local Agencies as well as the OWNER. OWNER is responsible for providing acceptable access to effluent to enable a grab sample to be taken for laboratory testing performed. P- E_RMIT: *(PLEASE CHECK ONE) ( )GENERAL ( )REMEDIAL (X ) PROVISIONAL *SPECIAL CONDITIONS PER LOCAL BOARD OF HEALTH (Y)or(N) if YES, please attach copy of permit (X )CBOD5.TSS,pH,Nitrate,Nitrite,TKN, Alkalinity ( )Other: *Cost for testing: $255� 00/visit Operator assigned: William Everett Telephone: (508)400-3868 ;' *Engineer: Down Cape Engineering *Approval for Effluent Testing ome er's Signature i I I I 0- 100.00' I - P LOT 156• C14 -I- ��` E...D9,500f SQ. FT. C-1 ® 28.4 - TF = 76.3 04 o _ ` 0 1Zx16 2 O r _ c O 41.0' rn BUILDING UNDER CONSTRUCTION. MEASUREMENTS TO CORNER BOARDS. 100.00' JOB# 03-337 CERTIFIED B UILDING PLAN FOR THE PURPOSE OF OBTAINING .A BUILDING PERMIT ONLY PREPARED FOR: LOCATION : 36 BARBERRY LANE JONA THAN BLAKE MARSTONS MILLS, MASS. SCALE : 1" _ 20' DATE NOVEMBER 10, 2005 REFERENCE PB 138 PC 35 ASSESS. MAP 102 PCL 160 I HEREBY CERTIFY THAT THE STRUCTURE SHOWN ON THIS PLAN IS LOCATED ON THE \H OF MgsS9c GROUND AS SHOWN HEREON. moo`' ARN E yGN off. 508-362-4541 H. fax 508-362-9880 v OJALA N down cape engineering, inc. No. 348 CIVIL ENGINEERS SS LND SURVEYORS RS �Q a S U R A SURVEYOR 939 main st yarmoath, ma 02675 DAB REG. LAND j 44 Commercial Street Raynham, MA 02767 Tel` (568) 880-0233 Fax: (508)880-7232 March 28, 2006 Barnstable Board of Health 200 Main Street Hyannis,MA 02601 Attention: Board of Health Agent Reference: Home FAST Treatment Serial Number: 26619 Attached please find a copy of the Product Registration Report for the FAST Treatment System for work performed on 03/24/2006 at the home of Jonathan Blake located at 36 Barberry Lane,Marstons Mills, MA. Also,.attached is a copy of the fully executed Inspection&Effluent Testing Agreement. If you have any questions or require additional information please do not hesitate to call. Sincerely, _ X Donna L. Callahan Enclosures a 1 .. ..... f � L r 1 INCORPORATED 8450 Cole Parkway w Shawnee, KS 66227 w Phone 913-422-0707 m Fax: 912-422-0808 e-mail: onsiteabiomicrobics com w www.biomicrobics.com m 800-753-FAST(3278) PRODUCT REGISTRATION REPORT Product Registration Report must be completed and returned to Bio-Microbics, Inc. in order to effect warranty. Date of Start-U - -0 Date Shi ed to End User 12/12/05 Serial#26619 OWNER NAME Jonathan Blake ADDRESS 36 Barberry Lane CITY/STATE/ZIP Marstons Mills,MA 02648 PHONE/FAX BIO-MICROBICS DISTRIBUTOR NAME Wastewater Treatment Services,Inc. ADDRESS 44 Commercial Street CITY/STATE/ZIP —Rapffiam, MA 02767 PHONE/FAX 508-880-0233 FAX: 508-880-7232 INSTALLER NAME Bevilac ua Construction ADDRESS P.O.Box 628 CITY/STATE/ZIP Forestdale,MA 02649 PHONE/FAX 508-8334899 CONSULTING ENGINEER if applicable) NAME Down Cape Engineering ADDRESS 939 Main Street CITY/STATE/ZIP Yarmouth,MA 02675 PHONE/FAX 508-3624541 Good Bad NA Good Bad NA ELECTRICAL PANEL(S) O TREATMENT UNITS) Visual Alarm Operating Air vent clear Audio Alarm Operating Septic tank level BLOWER(S) Septic tank meets min. size Lj Wired for correct voltage Septic tank filled to 0/ Inlet/outlet piped correctly operating level � � Air Lift Operation Filter element installed �/ � Recirculation tube in place Blower hood secure � � Fasteners tight � � Blower works correctly �/ WATER-TIGHT JOINTS Blower located within 100'of I!' L3 LjTreatment unit to septic tank treatment unit Lj Air line clear Entrance tube to insert cover La La Air inlet screen clear ® Insert to insert cover El Blower hood vents clear LjDischarge line connection La Factory Authorized Personnel: Title: Firm: Wastewater Treatment ervices Inc. Date: Juy 29 ,04 01 : 43p N i ��Q6'fel.UQ/.E'/� :J/'eQ'�/!2�/ll cJL'/'(/rcE:f , %I,C'•. . Please complete all item 44 Commercial Streets marked• Raynham, MA including three signatures, Mai) signed original contract to: 02767 wast water TMa ^t Services Inc 44 Commercial Street Tel: (508) 880-0233 Ra ham MA 027ti7 Fax: (508) 880-7232 INSPECTION AND EFFLUENT TESTING AGREEMENT Agreement entered into by and between Wastewater Treatment Services, Inc. (herein called WTS)and the FAST'System OWNER(herein called OWNER) for the inspection by WTS of certain equipment of OWNER which is described below. Upon acceptance of this agreement at WTS's office,WTS will render the following services only- Equipment will be inspected at least 4 times per year that this Agreement remains in effect, with the first inspections beginning . These inspections will include: 1) Testing of the sludge depth in the septic tank. I) Inspection,power testing and clean/replace intake filter of the air blower. 1) Inspection of the alarm system. 1) Inspect overall condition of FAST®System. 1) Notification to OWNER of any problems encountered. 1} Service other than routine maintenance will be billed at an hourly rate, plus travel and parts. WTS shall notify the local board of health and Department of Environmental Protection in writing within 24 hours of a system failure or alarm event including corrective measures that have been taken. OWNER will be billed standard WTS charges for any parts used in repairs or maintenance. Any additional labor time will be billed to the OWNER at standard labor rates of$74.00 per hour. Emergency service between regular inspections will be provided at standard Iabor rates during normal business hours; at time and one-half after 5:00 PM and on Saturdays; and at double time on Sundays and holidays. Emergency service charges will include a minimum four(4)hours of labor, plus standard WTS charges for parts,plus mileage and travel charges. The annual rate includes routine maintenance, but does not include repairs requited for damages caused by abuse,accident, theft, acts of third persons, forces of nature,or alterations made to the equipment. WTS shall not be responsible for failure to render the agreed services if caused by strikes, labor disputes, non-cooperation by OWNER, or other factors beyond the control of WTS. OWNER understands and agrees that WTS is not responsible for special, incidental or consequential damages, including loss of time, injury to person or property, or equipment failure. OWNER agrees that WTS may enter OWNER's property and have acceptable access to all areas deemed by WTS to be necessary or appropriate for WTS to perform its duties hereunder. IJul 4 01 . 43 .1. i'�►2 9 ..l7 P p. 2 Jul 15 04 09: 50a r This is a two-year contract which will be billed annually. All payments are ncm cfundabl.�. tje\`H.'R- failure to pay invoices promptly or to otherwise comply with this contract ma-, rc z:ulf in .Suspen.:k 11 , service,cancellation of contract and/or nullification of warranties, at the e;ectr.i:1 of N 7'S. r1,1 agreement is not assignable without the consent of WTS and will remain in iu1 until cane: party through written notice. MANUFACTURER MODEL NO. SERIAL NO. LOCATION .ANNL.=\1 !,,'A I-I Bio-Microbics MicroF T Marstons NI: 1 M',` $-l_ EQUIPMENT OWNER Wastewater Treatment Services. Inc. *Signed by OWNER: Jonathan Blake Signed: *Address: " 36 Barberry Lane 44 Commercial Stree Raynham, VIA 0276- Tele: (508) 880-023_ *City: State: Zip: Fax: (508) 880-72 j2 Marstons Mills MA 02648 *Telephone 508-889-8154 Effective Date of Abrcrn,en-_ _ *Daytime Telephone OWNER understands that(1)ANNUAL RATE payment is for one year only of"chic ,0:year au'r::1r:en; and is non-refundable;and(2)Current DEP Regulations require OWNER to maintain 3 s,•r:i:: agreement for the life of the FAST® stem. I VE READ AND UNDERSTAND THE FOREGOING. *Signed by OWNER: Influent&Effluent Te in - er local Board of Health Influent&Effluent same en monthly for the first 6 months then quarterl} a qualified testing lab for evaluation. Results sent to State and local Agencies aF xell as the (AkNER. OWNER is responsible for providing acceptable access to effluent to enable -, L)rah ;ample 1c I-, for laboratory testing performed. �- *(PLEASE'CHECK-ONE) '- ( j GENERAL ( )REMEDIAL (X ) Pl?OVISIONA. *SPECIAL CONDITIONS PER LOCAL BOARD OF HEALTH(Y)or(N) it YF,S. please artacl; :. 1:v I" permit (X )CBODS,TSS,pH,Nitrate,Nitrite,TKN,Alkalinity,BOD, Ammonia f iIIL:; *Cost for testing: $405.00/Visit Operator assigned: William Everett Telephone: (508)400-3868 *Engineer: *Approval for Effluent Testing H mefl is Signature '� JAN-22-2004 03 :09 PM DOWN CAPE ENGINEERING 508 362 9880 P. 02 tel.(ESM)362.4541 939 main street rt 6a fax(508)362.9880 yermouth port mass 02675 down cape engineering civil engineers& land surveyors structural design January 21, 2004 Arne H.OJaIa PE.,P.L.B. Daniel A.0)ala,P.L.G. land court Barnstable Board of Health Tlmothy H.Covell,P.L.S. survey$ 200 Main Street Hyannis, MA 02601 site planning Re: 36 Barberry Lane, Marstons Mills sewage system Dear Board Members- designs We hereby submit a written residential monitoring plan for a 0.5 F.A.S.T. system, to be applied for under a provisional permit, for the above-referenced site. The vacant In60flCtI0n; lot, at 9500 square feet, lies within a Zone 11 and as such, a one,bedroom house is proposed with this nitrogen-reducing technology. permits We appreciate your review of the enclosed with anticipated approval letter, so that we may formally apply to DER Thank you. Very truly yours, Sarah B. 0jala Down Cape Engineering, Inc. Encl Cc: J. Blake JAN-22-2004 03 : 10 PM DOWN CAPE ENGINEERING 508 362 9880 P. 03 r 0.5 F.A.S.T. system monitoring plan for 36 Barberry Lane, Marstons Mills (for year-`round use, under provisional use permit) To be performed by Biomicrobics company: Effluent to be tested quarterly for: pH, BOD, TSS and TN for 2 years. After 2 years, DEP may reduce these requirements upon owner's request and.DEP review, TOWN OF BARNSTABLE. LOCATION SEWAGE # VILLAGE ASSESSOR'S MAP & LOT INSTALLERS NAME&PHONE NO.� I (. j SEPTIC TANK CAP LEACHING FACILITY: (type) (size �Qa& NO. OF BEDROOMS � BUILDER OR OWNER 0( V1�n±� 1 .. , i PERMTTDATE: D COMPLIANCE DATE: j Separation Distance Between the: o Maximum Adjusted Groundwater Table to the Bottom of Leaching Facility Feet Private Water Supply Well and Leaching Facility (If any wells exist on site or within 200 feet of leaching facility) Feet Edge of Wetland and Leaching Facility (If any wetlands exist within 300 feet of leaching facility) Feet Furnished by • e FRoWT O; }toa5e /i S - $V 5 i Bi 33'p," 2 -3 3 5 . -- a4* 7'/ � I es Abwt. J rtEC DOWN CAPE ENGINEERING, INC. Zc� 939 Main Street (Route 6A) YARMOUTH PORT, MASSACHUSETTS 02675 DATE (508) 362-4541 Fax (508) 362-9880 TO Q✓�/O H '���/ . SUBJECT ....................................................... .... .. ........... .................�...... ...................................................................................................................................................................................... SQ"r, V k eo t' 0,04 / a., ............................................................................................................................................................................................................. a..._"....` ..................��t�................................. 24 ........................................................................................................... (.....C....' .......................................................... ...........,...,....................... .....................,................................................................................... ........... ..... ......... ............................ f icl- ..................................................................................................................................................................................................................................................................................................................................................................................................................................................... ..................................................................................................................................................................................................................................................................................................................................................................................................................................I................... ...................................................................................................................................................................................................................................................................................................................................................................................................................................................... ..................................................................................................................................................................................................................................................................................................................................................................................................................................................... ..................................................................................................................................................................................................................................................................................................................................................................................................................................................... ..................................................................................................................................................................................................................................................................................................................................................................................................................................................... - ra p � SIGNED a PLEASE REPLY NO REPLY NECESSARY R DOWN CAPE ENGINEERING, INC. ; 939 Main Street (Route 6A) L `` U YARMOUTH PORT, MASSACHUSETTS 02675 (508) 362-4541 Fax (508) 362-9880 DATE � � o To SUBJECT G A ! 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PLEASE REPLY NO REPLY E ESSARY Bk 18804 Pa109 054015 07-07-2004 & 43 c 14v DEED RESTRICTION Property: 36 Barberry Lane,Marston Mills,Massachusetts WHEREAS,ROBERT E.MCCARTHY,TRUSTEE of The Lot One Hundred Fifty Six Barberry Lane Realty Trust,dated September 26, 1997 and recorded September 29, 1997 in Book 10978,Page 106.residing at 61 Thetford Avenue,Braintree,MA 02184;is the owner of.36 Barberry Lane,Marston Mills,MA(hereinafter referred to as Lot 156)and being shown on a plan in Plan Book 138,Page 25. WHEREAS,ROBERT E.MCCARTHY,TRUSTEE as the owner of said lot has agreed with the Town of Barnstable Board of Health to a restriction as to the number of bedrooms which can be included in any home built on said lot as a pre-condition to obtaining a variance from the 310 CMR 15.00 State Environmental Code,Title V,Minimum Requirements for the Subsurface Disposal of Sanitary Sewage,and to obtaining a building permit for this lot; WHEREAS,the Town of Barnstable Board of Health,as a pre-condition to granting a disposable works construction permit for a septic system in compliance with 310 CMR 15.200, State Environmental Code,Title V,Minimum Requirements for the Subsurface Disposal of Sanitary Sewage,and authorizing the issuance of a building permit for the construction of a single family home on this property,is requiring that the agreement for the restriction on the number of bedrooms in any house constructed on the lot be put on record with the Barnstable County Registry of Deeds by recording this document, NOW,THEREFORE,ROBERT E.MCCARTHY, does hereby place the following restriction on the above-referenced land in accordance with his agreement with the Town of Barnstable Board of Health,which restriction shall run with the land and be binding upon all successors in title: 1. 36 Barberry Lane,Marstons Mills,Massachusetts,may have constructed upon the lot a house containing no more than one(1)bedroom. ROBERT E.MCCARTHY,TRUSTEE agrees that this shall be a permanent deed restriction affecting 36 Barberry Lane,Marston Mills,Massachusetts,duly recorded in Barnstable County Registry of Deeds. For title of ROBERT E.MCCARTHY,TRUSTEE see the following deed: Book 10978,Page Ill. Executed as a sealed instrument this day of c7q 2004. ROBERT E.MCCA THY, RUSTS f Bk 18804 Pg 110 #54015 COMMONWEALTH OF MASSACHUSETTS A1-IIA1 11(— ,ss — a., ,2004 Then personally appeared before me,the undersigned notary public,the above-named ROBERT E. MCCARTHY, TRUSTEE of The Lot One Hundred Fifty Six Barberry Lane Realty Trust, dated September 26, 1997 and recorded September 29, 1997 in Book 10978, Page 106 proved to me:thrrxh;fisfact�oyvid e nee of ide tification,which were to be the person whose name is signed on the preceding or attached document,and a6knowledged to me that he/she/it signed it voluntarily for its stated purpose. Notary Public My commission expires: g\deeds\barberry.deed.resu r-� Edward A. Hanratty, tJq, •p �:.��g My Commission . . .. : ::. E� December 18,2009" BARNSTABLE REGISTRY OF D SARNSTABLE COUNTY REGISTRY OF DEEDS A TRUE COPY,ATTEST 2 SCALE: 1"=20' DATE: DECEMBER 23,2003 REV 3/17/04(NO DECK) REV 5/27/04(DEP NOTES) DOWN CAPE ENGINEERING, INC. CIVIL ENGINEERS/LAND SURVEYORS 939 MAIN ST. YARMOUTH,MA 02675 Based upon its review of the application, and in accordance with 310 CMR 15.410, the Department has determined both of the following: a) The applicant has established that enforcement of 310 CMR 15.214 would be manifestly unjust, considering all of the relevant facts and circumstances of this case. Strict application of the 310 CMR 15.217 would render the property unbuildable. b) The applicant has established that a level of environmental protection that is at least equivalent to that provided under 310 CMR 15.000 can be achieved without strict application of 310 CMR 15.211. The applicant has established equivalent environmental protection as follows: The applicant has proposed a system design with enhanced treatment approved for an application of 660 gpd/per acre.. The Department, therefore, approves the Board of Health`s grant of a variance from 310 CMR 15.211 subject to the following: 1. There is to be no increase in sewage flow to the repaired subsurface sewage disposal system and no increase in square footage to the existing structure served by the sewage disposal system which will result in an increase in flow. This approval limits flow to 110 gallons.per day. 2. The existing dwelling is limited to one(1)bedroom. 3. A Disposal System Construction Permit must be obtained from the Barnstable Board of Health prior to the start of construction. 4. The Micro-FAST unit shall include a recycle line for denitrification as required per Department approved schematics for this model(copy enclosed). 5. All unsuitable material shall be excavated down to the Cl horizon for a distance of five(5) feet around the soil absorption system(SAS). 6. Prior to installation, an additional test hole shall be excavated in the presence of the Board of Health between the primary SAS and the reserve area to confirm the consistency of the soil profile across the site. 7. Approval for the proposed system will be dependent upon the recording in the appropriate registry of deeds of a deed restriction limiting the number of bedrooms to one (1) and that discloses the existence of a variance and conditions of the 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 .Governor ELLEN ROY HERZFELDER Secretary KERRY HEALEY Lieutenant Governor ROBERT W.GOLLEDGE,Jr. Commissioner June 15,2004 Mr. Thomas McKean,Director RE: BARNSTABLE--Subsurface Sewage Health Division Disposal-Proposed Variance to age P.O. Box 34 CMR 15.000 "Title 5 of The State Barnstable,Massachusetts 02601 Environmental Code" for Jonathan Blake, 36 Barberry Lane,Marston Mills And Transmittal No. W950433 Mr. Jonathan Blake 72 Great Hill Road Sandwich,Massachusetts 02563 Dear Mr. McKean and Mr. Blake: Pursuant to Title 5 of the State Environmental Code, 310 CMR 15.412, the Southeast Regional Office of the Department of Environmental Protection has completed its review of the above referenced application for approval of variances granted by the Barnstable Board of Health. The application contains a copy of the Board of Health's grant of a variance from the following provisions of Title 5, 310 CMR 15.00 310 CMR 15.214: Nitrogen Loading Limitation As part of the application, the Department received plans consisting of two (2) sheets, titled as follows: TITLE 5 SITE PLAN OF ,36 BARBERRY LANE IN THE TOWN OF: MARSTONS MILLS (BARNSTABLE) PREPARED FOR: JONATHAN BLAKE 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 Iro.Printed on Recycled Paper j t 3 variance for the sewage disposal system and the involvement of the Department of Environmental Protection in said system. An attested copy of this notice shall be submitted to the Department and the Board of Health prior to the issuance of the Disposal System Construction Permit. This variance determination is an action of the Department. If the applicant is aggrieved b this determination s/he may g y ay request an Ad�udicatory Hearing.in accordance with 310 CMR 1.00 and M.G.L. C.30A. A request for an Adjudicatory Hearing must be made in writing and postmarked within 30 days of the date of issuance of this determination. Pursuant to 310 CMR L 01(6), the request must state clearly and concisely the facts that are grounds for the request and the relief sought. The hearing request, along with a valid check payable to Commonwealth of Massachusetts in the amount of one hundred,dollars ($100.00).must be mailed to: Commonwealth o".41aS,Sachuser Its Department of Environmental Protection P.O. Box 4062 Boston, MA 02211 The hearing request will be dismissed if the fling fee is not paid, unless the appellant is exempt or granted a waiver, as descrbed below. The filing fee is not required if the appellant is a city or town (or municipal agency), county, or district of the Commonwealth of Massachusetts, or a municipal housing authority. .The Department may waive the adjudicatory hearin lin ee or a person who shows that paying the fce will create an undue financial hardship. A person see ng a waiver must file, together with the hearing request as provided above, an affidavit setting forth the facts in support of the claim of undue financial hardship. Should you have any questions regarding this matter,please contact me at(508) 946-2753. Very truly yours Brian A.Dudley Bureau of Resource Protection K/BAD enclosure cc: Sarah Ojala Down Cape Engineering,Inc. 939 Main Street Yarmouth Port,MA 02675 Enclosure P:\bdudley\wpapp\Bamstable\blake.doc r 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 ELLEN ROY HERZFELDER Governor Secretary KERRY HEALEY ROBERT W.GOLLEDGE,Jr. Lieutenant Governor Commissioner June 15, 2004 Mr. Thomas McKean,Director RE.: BARINSTF 3LE--Subsurface Sewage Health Division Disposal-Proposed Variance to 310 P.O. Box 34 CMR 15.000 "Title 5 of The State Barnstable,Massachusetts 02601 Environmental Code" for Jonathan Blake, 36 Barberry Lane,Marstons Mills And Transmittal No. W950433 Mr. Jonathan Blake 72 Great Hill Road Sandwich, Massachusetts 02563 Dear Mr. McKean and Mr. Blake: Pursuant to Title 5 of the State Environmental Code, 310 CMR 15.412, the Southeast Regional Office of the Department of Environmental Protection has completed its review of the above referenced application for approval of variances granted by the Barnstable Board of Health. The application contains a copy of the Board of Health's grant of a variance from the following provisions of Title 5, 310 CMR 15.00 3 i 0 CIViR 15.214: Nitrogen Loading Limitations As part of the application, the Department received plans consisting of two (2) sheets, titled as follows: TITLE 5 SITE PLAN OF 36 BARBERRY LANE IN THE TOWN OF: MARSTONS MILLS (BARNSTABLE) PREPARED FOR: JONATHAN BLAKE This information is available in alternate format.Call Donald M.Comes,ADA Coordinator at 617-556-1057.TDD Service-1-800-298-2207. DEP on the World Wide Web: http://www.mass.gov/dep i�a Printed on Recycled Paper 2 SCALE: 1"=20' DATE: DECEMBER 23,2003 REV 3/17/04 (NO DECK) REV 5/27/04(DEP NOTES) DOWN CAPE ENGINEERING, INC. CIVIL ENGINEERS/LAND SURVEYORS 939 MAIN ST. YARMOUTH, MA 02675 Based upon its review of the application, and in accordance with 310 CMR 15.410, the Department has determined both of the following: a) The applicant has established that enforcement of 310 CMR 15.214 would be manifestly unjust, considering all of the relevant facts and circumstances of this case. Strict application of the 310 CMR 15.217 would render the property unbuildable. b) The applicant has established that a level of environmental protection that is at least equivalent to that provided under 310 CMR 15.000 can be achieved without strict application of 310 CMR 15.211. The applicant has established equivalent environmental protection as follows: The applicant has proposed a system design with enhanced treatment approved for an application of 660 gpd/per acre.. The Department,,therefore;,approves the Board of Health's grant of a variance from 310 CMR 15.211 subject to the following: 1. There is to be no increase in sewage flow to the repaired subsurface sewage disposal system and no increase in square footage to the existing structure served by the sewage disposal system which will result in an increase in flow. This approval limits flow to 110 gallons per day. 2. The existing dwelling is limited to one(1)bedroom. 3. A Disposal System Construction Permit must be obtained from the Barnstable Board of Health prior to the start of construction. 4. The Micro-FAST unit shall include a recycle line for denitrification as required per 'L Department approved schematics for this model (copy enclosed). 5. All unsuitable material shall be excavated down to the C 1 horizon for a distance of five(5) feet around the soil absorption system(SAS). 6. Prior to installation, an additional test hole shall be excavated in the presence of the Board of Health between the primary SAS and the reserve area to confirm the consistency of the soil profile across the site. 7. Approval for the proposed system will be dependent upon the recording in the appropriate registry of deeds of a deed restriction limiting the number of bedrooms to one (1) and that discloses the existence of a variance and conditions of the 3 variance for the sewage disposal system and the involvement of the Department of Environmental Protection in said system. An attested copy of this notice shall be submitted to the Department and the Board of Health prior to the issuance of the Disposal System Construction Permit. This variance determination is an action of the Department. If the applicant is aggrieved by this determination, s/he may request an Adjudicatory Hearing in accordance with 310 CMR 1.00 and M.G.L. C.30A. A request for an Adjudicatory Hearing must be made in writing and postmarked within 30 days of the date of issuance of this determination. Pursuant to 310 CMR 1.01(6), the request must state clearly and concisely the facts that are grounds for the request and the relief sought. The hearing request, along with a valid check payable to Commonwealth of Massachusetts in the amount of one hundred dollars (5100.00), must be mailed to: Commonwealth of Massachusetts Department of Environmental Protection P.O. Box 4062 Boston, MA 02211 The hearing request will be dismissed if the filing fee is not paid, unless the appellant is exempt or granted a waiver, as described below. The filing fee is not required if the appellant is a city or town (or municipal agency), county, or district of the Commonwealth of Massachusetts, or a municipal housing authority. The Department may waive the adjudicatory hearing filing fee for a person who shows that paying the fee will create an undue financial hardship. A person seeking a waiver must file, together with the hearing request as provided above, an affidavit setting forth the facts in support of the claim of undue financial hardship. Should you have any questions regarding this matter,please contact me at(508) 946-2753. Very truly yours, Brian A. Dudley Bureau of Resource Protection KBAD enclosure cc: Sarah Ojala Down Cape Engineering, Inc. 939 Main Street Yarmouth Port,MA 02675 Enclosure P:\bdudley\wpapp\Bamstable\blake.doe RECYCLE LINE NOTES SEE NOTE 9 1, BLOWER MUST BE WITHIN 100 FEET OF FAST UNIT WITH LESS THAN 4 ELBOWS IN THE PIPING SYSTEM(@100 FT.). FOR DISTANCES L1 GREATER THAN 100 FEET--CONSULT FACTORY. SEE NOTE 7 BLOWER MUST BE LOCATED ABOVE NORMAL FLOOD LEVELS, 2. RUN VENT TO DESIRED LOCATION -—- - O W1 =_ _ _ Q`� - OR = ___ �! CAP OBSERVATION/VENT PIPE WITH 6' VENT W2 VV GRATE, SEE ADDITIONAL VIEWS DRAWING AND SEE TABLE FOR SIZING. A B SETTLING ZONE TREATMENT ZONE 3. ALL APPURTENANCES TO THE FAST (e.g. IN GALLONS IN GALLONS SEPTIC TANK, PUMPOUTS, ETC.) MUST CONFORM (LIQUID CAPACITY) (LIQUID CAPACITY) I L2 I TO MASSACHUSETTS STATE CODES, SEE CHART SEE CHART 4_ BLOWER CONTROL SYSTEM BY BID-MICROBICS, INC. HOLDING TANK 6' ❑BSERVATION/VENT BLOWER WITH HOOD SEE NOTE 3. car BIO-nlcaDBlcv PORT SEE NOTE 2. V1 DIA. (MINIMUM) SEE NOTE I 5. COPYRIGHT (C) 2001, BIO-MICROBICS, INC. PUMP OUT PORTS VENT PIPE OPTION 1 SEE NOTE 2. 6. MUST INCREASE TANK SIZE BY 207 IF MINIMUM OF 10 INCHES IS USED BETWEEN THE _ UNIT AND THE BASE OF THE TANK. CONSULT -I I—I I—III—III—III=III—I I I I I—I I I—I I I-1 11—I I =I I=I I—III-I —�I I I-III—I I I I I—I I= FACTORY FOR APPROVAL. 11=I I I=1 I I-- I -_ —III_III ICI ELECTRICA CONDUIT 7. THE-PRIMARY COMPARTMENT MAY BE A —I I -III—III-I I ITO BLOWER SEPARATE TANK. "ac�.,Exnc" —I i I—I 2' DIA. PVC AIR LINE CONTROL SYSTEro SEE NOTE C I 8. FOUR LEG EXTENSIONS MAY BE USED TO STAND UNIT IN TANK ELIMINATING THE NEED FOR THE LID. REFER TO INSTALLATION MANUAL FOR MORE INFORMATION. RECYCLE LINE 15' 9. RECYCLE LINE FOR DENITRIFICATION. zNOTEH �a• DIA. FAST TREATED EFFLUENT INFLUENT WASTE SEE TABLE ON PAGE: SEE NOTE 7 0.5,0.75,0°91 1.0&1.5 FAST _ UNITS DIM CHART A B (CUT VIEW)MA SETTLING ZONE TREATMENT ZONE IN GALLONS C IN GALLONS 10' MIN. (LIQUID CAPACITY) (LIQUID CAPACITY) SEE NOTE 6 IN THE INTERESI OF TECHNOLOGICAL PROGRESS, ALL PRODUCTS ARE r SEE CHART SEE CHART SUBJECT TO DESIGN. AND/OR MATERIAL CHANGE WITHOUT NOTICE. Date 9-16-02 0s,0.75, 0.9, 1.0 & r9. BIQ MICROBICS 1.5 FAST® Units INCORPORATED (Plan and Cut Views) © 2- for Massachusetts BM RECYCLE LINE NOTES SEE NOTE 9 1. BLOWER MUST BE WITHIN 100 FEET OF FAST UNIT WITH LESS THAN 4 ELBOWS IN THE PIPING SYSTEM(@100 FT.). FOR DISTANCES GREATER THAN 100 FEET--CONSULT FACTORY. SEE NOTE 7 Ll BLOWER MUST BE LOCATED ABOVE NORMAL I FLOOD LEVELS, 2. RUN VENT TO DESIRED LOCATION OR: "i TIN OW) __ _ ____ �`ill _ W.ZCAP OBSERVATION/VENT PIPE WITH 6' VENT GRATE. SEE ADDITIONAL VIEWS DRAWING AND SEE TABLE FOR SIZING. A B L4 ING ZONE TREATMENT ZONE 3. ALL APPURTENANCES T❑ THE FAST (e.g.LLONS IN GALLONS SEPTIC TANK, PUMPOUTS, ETC.) MUST CONFORM ID CAPACITY) (LIQUID CAPACITY) I- L2 I° T❑ MASSACHUSETTS STATE CODES. CHART SEE CHART rl 4. BLOWER CONTROL SYSTEM BY ;I BIO-MICROBICS, INC. HOLDING TANK_------- ANK 6' OBSERVATION/VENT BLO.ER vlTu MOOD SEE NOTE 3. (BY BIG-MICROBICS) PORT SEE NOTE 2. V1 DIA. (MINIMUM) SEE NOTE I 5. COPYRIGHT (C) 2001, BID-MICROBICS, INC. PUMP OUT PORTS VENT PIPE OPTION 1 SEE NOTE 2 6. MUST INCREASE TANK SIZE BY 207 IF � MINIMUM OF 10 INCHES IS USED BETWEEN THE _ II—_ ____ _ _ UNIT AND THE BASE OF THE TANK. CONSULT III—I I—II I—I I—I 11=I I I I I—III=I 1-� 1-1 I I ElElI=I I=I I—III-1I— FACTORY FOR APPROVAL. I='.L ELECTRICA CONDUIr 7 THE PRIMARY COMPARTMENT MAY BE A —I I _III—III—I I i ITO BLOVER SEPARATE TANK. �+ wutUv°c[ —III—I CONTROL SYSTEM) mM xus+u vA+cvncN 2' DIA. PVC AIR LINE SEE NOTE a. 8. FOUR LEG EXTENSIONS MAY BE USED TO STAND UNIT IN TANK ELIMINATING THE NEED FOR THE LID, REFER TO INSTALLATION MANUAL I I FOR MORE INFORMATION. RECYCLE LINE I 15' 9. RECYCLE LINE FOR DENITRIFICATION. tr -— I v - H <' DIA. FAST TRERTCD Ef FLUENT INFLUENT I NOTE WASTE SEE TABLE ON PAGE: SEE NOTE 7 I 0.5,0.75,0.9, 1.0&1.5 FAST® _ UNITS DIM CHART A B (CUT VIEW)MA SETTLING ZONE TREATMENT ZONE IN GALLONS C IN GALLONS 10' MIN. (LIQUID CAPACITY) cLIQUID CAPACITY) SEE NOTE 6 IN THE INTEREST OF TECHNOLOGICAL PROGRESS, ALL PRODUCTS ARE SEE CHART SEE CHART SUBJECT TO DESIGN. AND/OR MATERIAL CHANGE WITHOUT NOTICE. Date 9-16-02 0.5,0.75, 0.9, 1°0 & R B10- M�CROBICS 1.5 FAST® Units I N C O R P O R ATE O (Plan and Cut Views) , for Massachusetts by BMI AdOO 6 tel.(508)362-4541A 939 main street rt 6a fax(508)362-2-a880 yarmouth port mass02675 down cape engineering civil engineers& land surveyors structural design Arne H.Ojala P.E.,P.L.S. Daniel A.Ojala,P.L.S. Timothy H.Covell,P.L.S. land court surveys March 16, 2004 site planning sewage system Thomas McKean, RS, CHO designs Barnstable Health Department 200 Main Street Hyannis, MA 02601 inspections Re: 36 Barberry Lane, Marstons Mills permits Dear Tom: The Board of Health issued an approval for a variance under CMR 15.217, dated 2/25/04 , for the above-referenced site. One of the conditions states that " (3) the applicant shall obtain the approval of MA DEP prior to obtaining a disposal works construction permit" . We have been in contact with Brian Dudley of DEP who indicated that it is no longer necessary to obtain DEP approval for a locally granted variance for a provisional use permit for this approved alternative septic system. This permit approval for Smith and Loveless was modified on January 27 , 2004 and can be viewed on their website. If you have any questions, please do not hesitate to call me. Very truly yours, _ Sarah B. Ojala Down Cape Engineering, Inc. f r l � f JAN-22-2004 03 :09 PM DOWN CAPE ENGINEERING 508 362 9880 P. 01 tel. 508-362-4541 939 main street ( rte GA ) fax 508-352-9880 yormouthport, mass 02675 doyen cape engineering.. Jnc. civil engineers & 1 an d surveyors AND COURT FACSIMILE TRANSMITTAL FORM ;URVEYS 508 362 9880 Arne H. Ojola P.E., P.L.S. DATE: ZZ SITE PLANNING T0: � �me4 r�^r FROM: MESSAGE: SEWAGE SYSTEM2. �, — /S �1 )ESIGNS NSPECTIONS 6� PERMITS CLIENT NAME: - JOB#: NUMBER OF PAGES (INCLUDING COMER PAGE) IF YOU DO NOT RECEIVE ALL PAGES OF THIS TRANSMISSION, PLEASE CALL 508-362-4541. 1 TOP FNDN. AT EL. 75.8' SYSTEM PROFILE TE` oLE LOGS ACCESS COVER TO WITHIN- V' OF FIN. GRADE (NOT TO SCALE-) __ PROVIDE INSPECTION PORT WITHIN LOCUS ACCESS COVER (WATERTIGHT) TO 6" OF FINISH GRADE ENGINEER: R JDD, RS 74.0 MINIMUM .75' OF COVED OVER- PRECAST FINISH--GRADE 2% SLOPE REQUIRED OVER SYSTEM I 72.0' DAVE STANTON LAKESIDE DR- i WITNESS: (, C-s 2" DOUBLE WASHED PEASTONE 12 11 03RUN PIPE LEVEL � DATE: / /72.5' FOR FIRST 2' �PROPoseD 1_�QO 3' MAX. PERC. RATE _ 2 MIN/INCH �� , GALLON SEPTIC 69.0 CLASS II SOILS P# 10640�Z_t.L:Z! wTANK (H- 1O ) GAS 68.25'T BAFFLE- 68,42' 000 og C1 D .Q CL 0 =L C1 0 068.17 M2 � SLOPE) 6" CRUSHED STONE OR MECHMICALr7lQ o..o. o 0 o COMPACTION. (15.221 [2)) Oo25$ 2 O o 0 0 0 0 0 0 o Q 66.17' ( ELEVLa . Q m Y i DEPTH FLOW = 4 ( 1 7. SLOPE) ( 1 7. SLOPE) 3/4" TO 1 1/2" DOUBLE WASHED STONE oly70.2' 0" 71.5' _ N TEE SIZES: : INLET DEPTH = 10" 0 0 \ LAKESIDE DR. OUTLET DEPTH = 14 4" 4" LOCATION MAP NTS A A FOUNDATION- 11 ' ST 10' D' BOX 10' LEACHING LS LS ASSESSORS MAP 102 PARCEL 160 FACILITY 7 97' 1 1 „ 1 OYR 3/4 1 1 1 OYR 3/4 ZONING DISTRICT: RF 5'-8M WER UNIT WITH HOOD B B YARD SETBACKS: q SFE NOTE CONC. TO GRAD LS LS FRONT = 30' t- - - - - 1 7 SEE VT N= NGLE HOME" FAST 29„ 10YR 5/2 67 8, 30" 10YR 5/2 69 0, SIDE = 15' i 20' CLEANOUT COVER _ ® _ raseas REAR 15' 1 I 'x A T v MR _ �- 58.2' C1 C1 PLAN REF. - Z. I ( ( i- PERC - - 1 ia' ARP (( I ( (I i ( FSL 55" FSL FLOOD ZONE: C CCy L 2.5Y 6 4 2.5Y 6 4 ROE UALAN. INC. / / o I ( NSFR MO PVC (TYP.) i 63" 82" 3' VTR, AT C2 C2 i 33�M_I ABaVE i OUTLET FAST i - - FA T T o MS MS t1� 1. BLOWER MUST BE WITHIN 60 FEET OF FAST UNIT '• 500 GAL. Oj 1000 GAL. 2.5Y 6/3 2.5Y 6/3 I _ i 144" 58.2' 132" 60.5' - - _ 2. RUN T TO DESIRED -I LOCATION AN OVR NO WATER ENCOUNTERED NOTES: OPENING WLTH INSECT SCREEN. A 3. FOLLOW FAST SPECIFICA 3S" 76' up --SEPTIC . PLAN VIEW ® VIEW A-A JtPI IC DESIGN: (GARBAGE DISPOSER is I`.OT- n.'_; 0b�c- 11 1 . DATUM IS ASSUMED FAST TANK- DESIGN FLOW: 1_ BEDROOM 1 10 GPD = 1 10GPD 2. MUNICIPAL WATER IS AVAILABLE (NOT TO SCALE) USE A 110 GPD DESIGN FLOW 3. MINIMUM PIPE PITCH TO BE 1/8" PER FOOT. � SEPTIC TANK: 110 GPD ( 2 ) = 220 4. DESIGN LOADING FOR ALL PRECAST UNITS TO BE AASHO H- 10 + 77.8 IF RESERVE EVER UTILIZED, MUST BE H-2o 5. PIPE JOINTS TO BE MADE WATERTIGHT. 9 COMPONENTS AND VENTED USE A 1500 GALLON SEPTIC TANK 75 + 76.6 --- 6. CONSTRUCTION DETAILS TO BE IN ACCORDANCE WITH MASS. 76 \\ �� 77 LEACHING: ENVIRONMENTAL CODE TITLE V. �1 SIDES: 2(30.5 + 8.83) 2 (.60) 91 7. THIS PLAN IS FOR PROPOSED SEPTIC SYSTEM ONLY AND IS NOT I 100.00, . - + 76.1 - TO BE USED FOR ANY OTHER PURPOSE. + 77.3 in 6 - 143 30.5 x 8.83 (.60) BOTTOM: 8, PIPE FOR SEPTIC SYSTEM TO SCH. 40-4" PVC. LOT 156 TOTAL: 317 S.F. 234 GPD 9. COMPONENTS NOT TO BE BACKFILLED OR CONCEALED WITHOUT 72s J j ,500f SQ. FT. USE (3) 500 GAL. LEACHING CHAMBERS WITH 2' STONE INSPECTION BY BOARD OF HEALTH AND PERMISSION OBTAINED FROM BOARD OF HEALTH. 7 . �- _J - _ - , - - AT SIDES AND 2.5' AT ENDS 6 3.2 \L>� + 74. ( \( PROP, DRIVEWAY BENCH MARKt= 7205 F �., / -'(-� _ _ _ _ _ _ + 75.1 6 CONC. BND. I { 4 0 LEGEND TITLE 5 SITE PLAN 0 1,7 PROP �0S 100.0 PROPOSED SPOT ELEVATION OF � DWELL. + 7a,9 36 BARBERRY LANE TF = 7 + .75.2 100x0 EXISTING SPOT ELEVATION IN THE TOWN OF: 8 7 •2 75.8 ---i 100 PROPOSED CONTOUR 7� , PROP, ( MARSTONS MILLS ( BARNSTABLE) DECK I ?4 100 EXISTING CONTOUR PREPARED FOR: J O NATHAN B LAK E 24.7, )O 74 + 73.3 in 20 0 20 40 60 I69 TH2 73 �� BOARD OF HEALTH ru ^�IV �� APPROVED DATE MA SCALE: 1 " = 20' DATE: DECEMBER 23, 2003 6 \ 70 71 71.4 72,7> 41 A-,,6> 68 O9 O 1 00.00 off 508-362_4541 fox 508 362 9880 I ��ZH OF ,ysS kA�'ZN OF MgSS clown cape engineering, inc, �o�� AR NE H. 9c��N �t°�� ARNE OJALA H. CIVIL ENGINEERS CIVIL 0- C LAND SURVEYORS No 307 8 03-337 939 vain st, yarrnouth, rya 02675 A L OJALA,4u ., L.S. DATE r` TOP FNDN. AT EL. 75.8' SYSTEM PROFILE TEST HOLE LOGS ACCESS COVER TO WITHIN. 6" OF FIN-. GRADE (NOT TO SCALP) _. f- PROVIDE INSPECTION PORT WITHIN LOCUS ACCESS COVER (WATERTIGHT) TO 6" OF FINISH GRADE ENGINEER: RICK JUDD, RS • 74.0 MINIMUM .75' OF COVER OVER- PRECAST F FINZH--GRADE 2% SLOPE REQUIRED OVER SYSTEM 7 .0 WITNESS: DAVE STANTON LAKESIDE DR. / 2" DOUBLE WASHED PEASTONE DATE: 12/1 1/03 RUN PIPE LEVEL / i 72.5 FOR FIRST 2' /' < 2 MIN/INCH 3 MAX. PERC. RATE _ � PROPOSED 115500 GALLON SEPTIC 7?-� 69.0 CLASS II SOILS p# 10640 W f TANK (H- 10 ) GAS oo z �� s8.z5 amF7aO aaaa T BAE ELE. 6a_42 0 0 68.17' o aaaa a aaaa �� I o MIN a � o a ( 2 9: SLOPE) �6" CRlFSHEO STONE OR MECHANICAL oQ a al a. a Q m m I w COMPACTION. (15.221 [21)- oo25g 2 a s i� a O a 0 66,17 ELEV. 2 m DEPTH OF FLOW = 4 ( 1 7. SLOPE) ( 1 7. SLOPE) 3/4" TO 1 1/2" DOUBLE WASHED ST)NE 0" 70.2' 0" 71 5 = N TEE SIZES: INLET DEPTH = 10" Q 0 LAKESIDE DR. OUTLET DEPTH = 14" 4" 4" LOCATION MAP NTS A A FOUNDATION-- 11 ' ST 10' D' BOX 10' LEACHING LS LS ASSESSORS MAP 102 PARCEL 160 FACILITY 10YR 3/4 10YR 3/4 7.97 1 1 �• / 1 1„ ZONING DISTRICT: RF 51_8' wR UNIT WITH HOQD B B YARD SETBACKS: A SEE NCITE NCOVERS TO GRADE LS LS FRONT = 30' 1 / ' VENT P N 10YR 5/2 / SEE N❑TE 2- No E�g�T 29" 67.8' 30" 10YR 5 2 69.0' SIDE = 15' C20' CLEANOUT COVER ® REAR = 15' ' 1 i . ,.:. ,. . �WSERS - •x A T V 58.2' C1 C1 PLAN REF. I /4' AIR P ( H [( FSL 55RC ® FSL FLOOD ZONE: C r �EPTI.� TANK 2.5Y 6/4 2.5Y 6/4 ID UALAN. INC. " 82„ 4 PVC C YP i 63 O N SF H OH C T J :' 3' ABaVE TR AT C2 C2 i OUTLET ❑UTL T FAST T CD MS MS 1N=BLOWER MUST BE WITHIN � 2.5Y 6/3 2.5Y 6/3 60 FEET OF FAST UNIT '• 500 GAL. N.. 1000 GAL. 144" 58 2� 132" 60.5' - 2. RUN VENT TO DESIRED '; - - - - LOCATION AND COVER., _ NO WATER ENCOUNTERED NOTES ❑PENING WITH INSECT SCREEN. A 3. FOLLOW FASq) SPECIFICA 3g' 76' ASSUMED T ALLOWED ;,` NO LLO ED 1. DATUM IS PLAN VIEW A S To' WA-A EPTIC DESIGN: (cARBACE°DlsPosER Is ) DESIGN FLOW: 1 - BEDROOM ( 1 10 GPD) _ 110GPD 2. MUNICIPAL WAI-ER iS AVAILABLE (NOT TO SCALE) USE A 110 GPD DESIGN FLOW 3. MINIMUM PIPE PITCH TO BE 1/8" PER FOOT. SEPTIC TANK: 110 GPD (? 220 4. DESIGN LOADING FOR ALL PRECAST UNITS TO BE AASHO H- 10 IF RESERVE EVER UTILIZED, MUST BE H-20 = ) = 5. PIPE JOINTS TO BE MADE WATERTIGHT. v �.9 + 77.8 COMPONENTS AND VENTED USE A 1500 GALLON SEPTIC TANK 75 76+ 76.6 LEACHING:-- 6. CONSTRUCTION DETAILS TO BE IN ACCORDANCE WITH MASS. ENVIRONMENTAL CODE TITLE V. \ 7 = I 2(30.5 + 8.83) 2 (.60) = 91 7. THIS PLAN IS FOR PROPOSED SEPTIC SYSTEM ONLY AND IS NOT �i 100 0�1, + 761 SIDES:77 3 143 TO BE USED FOR ANY OTHER PURPOSE. 6 '\ \ 30TTOM: 30.5 x 8.83 (.60� = 8. PIPE FOR SEPTIC SYSTEM TO SCH. 40-4" PVC. LOT 156 TOTAL: 317 S.F. 234 GPD 9. COMPONENTS NOT TO BE BACKFILLED OR CONCEALED WITHOUT ,500± SO. FT. USE (3) 500 GAL. LEACHING CHAMBERS WITH 2' STONE INSPECTION BY BOARD OF HEALTH AND PERMISSION OBTAINED - 725 , j FROM BOARD OF HEALTH. -- .J_ _J - _ AT SIDES AND 2.5' AT ENDS `� 7 .6 > f + 74. 75 - �i 3.2 �� PROP. DRIVEWAY 6 LENCH MARK - TOP OF / -I'� - - - - - + 75.1 BND. EL. = 72.5 1�4 I o� Cn LEGEND TITLE S SITE PLAN 17 100.0 PROPOSED SPOT ELEVATION OF o PROP. ��s 36 BARBERRY LANE � DWELL. + 74.9 + 75.2 100x0 EXISTING SPOT ELEVATION TF = 7 IN THE TOWN OF: 8 7 .2 75'8 - -1 100 PROPOSED CONTOUR -� • PROP. � MARS•TONS MILLS ( BARNSTABLE) 70.6 DECK I �� 100 EXISTING CONTOUR PREPARED FOR: J O NATHAN B LAK E 24,7' 0 74 + 73.3 20 0 20 40 60 in 6g 73 TH2 BOARD OF HEALTH (U 71 72.7 6 \ 70 ) 71.a �� APPROVED DATE MA SCALE: 1 " = 20' DATE: DECEMBER 23, 2003 66. 0 100.00' 681 off 508-362-4541 fox 508 362-9880880 �ZN OF s �_1N OF 1,f4 down Cope engineering, Inc, �o�� ARNE H. 9cy�� ° ARNE 9cy�N 0 OJALA H• CIVIL ENGINEERS � cl PJALA „ No. 792 8 LAND SURVEYORS � F � I dL/ 03-337 939 vain st, yarmouth, rya 02675 s o O ., L.S. DATE A J LA, TOP FNDN. AT EL. 75.8' SYSTEM PROFILE TEST HOLE LOGS i ACCESS COVER TO WITHIN-- 6,7 OF FIN. GRADE (NOT TO SCALE) __ PROVIDE INSPECTION PORT VATHIN LOCUS ACCESS COVER (WATERTIGHT) TO 6" OF FINISH GRADE ENGINEER: RICK JUDO, RS 74 0 MINIMUM .75' OF COVER OVER PRECAST FINISH- �� 2% SLOPE REQUIRED OVER SYSTEM 72 O' DAVE STANTON LAKESIDE DR. � WITNESS: RUN PIPE LEVEL 2" DOUBLE WASHED PEASONE DATE: 12/11/03 < 2 MIN/INCH 72.5' FOR FIRST 2' 3' MAX. PERC. RATE _ � PROPOSED 1500 GALLON SEPTIC if 69.0' CLASS II SOILS P# 10640 j W TANK (H- 10 ) GAS AS 00 68.25' w/FAST BAFEL.E:. 68_42 ��" m CZ.Q Q 0 Q Q C] d og 68.17 a � C70 O O � OD Z ( MIN 2 % SLOPE) �6" CRUSHED STONE OR MECHAwICAL o 0 Q Q Q O m Co b I a COMPACTION. (15.221 [2]) �o�S 2 F 0 0 a 66.17' Q ELEV. Q J Y I 2 DEPTH ES FLOW = 4 ( 1 P. SLOPE) ( 1 % SLOPE) 3/4" TO 1 1/2" DOUBLE WASHED STONE 0" 70.2' 0" 71 5' m = N TEE SIZES: INLET DEPTH = 10" 0 0 LAKESIDE DR. \ OUTLET DEPTH = 14" 4" 4'. LOCATION MAP NTS A A FOUNDATION- I ST 10' D' BOX 10' LEACHING LS LS ASSESSORS MAP 102 PARCEL 160 FACILITY 7 97' 1 1 „ 1 OYR 3/4 1 1 1 OYR 3/4 ZONING DISTRICT: RF 51-8.• WER UNIT WITH H❑❑D B B YARD SETBACKS: A SEE NOTE CONC. COVERS TO GRADE LS LS FRONT = 30' 1 1/ ' VENT PIPING/ r - - - - SEE NO r 2 N Fir 29„ 1 OYR 5/2 67.8' 30" 1 OYR 5/2 69.0' SIDE = 15' I 20' CLEANOUT COVER 0 REAR = 15' 1 I l ERS ' C 1 C 1 PLAN REF - •x A T 58.2 V R -- - - . _12 PERC ® ARP (I I I (� f FSL 55" FSL FLOOD ZONE: C E Mt 2.5Y 6 4 2.5Y 6 4 ' OR UAL MAN INC. j / �. / CD I (-� j NSFCH R 40 PVC (TYP.> t 3, 63 82 I I 3' MIN. ABOVE TR AT C2 C2 OUTLET A FAST T o ❑UTL MS MS I I 1BOWER MUST BE WITHIN 2.5Y 6/3 2.5Y 6/3 - J I 60 FEET ❑F FAS4D UNIT '_ 500 GAL. (U 1000 GAL. 58 2� 132" 60.5' 2. RUN VENT TO DESIRED 144" - -- - - -� LOCATION AND COVER NOTES: OPENING WLTH NO WATER ENCOUNTERED INSECT SCREEN. A u 3. FOLLOW FAS4D SPECIFICA 38' 76' PLAN y►Ew AST® TANK VIE A-A -�'BEPTIC DESIGN: (GARBAGE DISPOSER IS NOT ALLOWED ) 1 . DATUM IS ASSUMED DESIGN FLOW: 9 BEDROOM ( 110 GPD) _ 'I10CPD -2. MUNICIPAL WATER 1S AVAILABLE (NOT TO . SCALE) USE A 110 GPD DESIGN FLOW 3. MINIMUM PIPE PITCH TO BE 1/8" PER FOOT. SEPTIC TANK: 110 GPD (2) = 220 4. DESIGN LOADING FOR ALL PRECAST UNITS TO BE AASHO H- 10 v + 77 8 IF RESERVE EVER UTILIZED, MUST BE H-zo 5. PIPE JOINTS TO BE MADE WATERTIGHT. 75 + 766 \ COMPONENTS AND VENTED USE A 1500 GALLON SEPTIC TANK 6. CONSTRUCTION DETAILS TO BE IN ACCORDANCE WITH MASS. 76 LEACHING: ENVIRONMENTAL CODE TITLE V. + 761 - SIDES: 2(30.5 + 8.83) 2 (.60) 91 7. THIS PLAN IS FOR PROPOSED SEPTIC SYSTEM ONLY AND IS NOT 100.OfT' TO BE USED FOR ANY OTHER PURPOSE. + 77.3 30.5 x 8.83 (.60) = 143 BOTTOM: 8. PIPE FOR SEPTIC SYSTEM TO SCH. 40-4" PVC. o LOT 156 TOTAL: 317 S.F. 234 GPD 9. COMPONENTS NOT TO BE BACKFILLED OR CONCEALED WITHOUT --1 500± SO. FT. USE (3) 500 GAL. LEACHING CHAMBERS WITH 2' STONE INSPECTION BY BOARD OF HEALTH AND PERMISSION OBTAINED 72.5 J 1 u6 FROM BOARD OF HEALTH. - �- M AT SIDES AND 2.5' AT ENDS GLT _ _ 7 .6 3.2 > l + 74. 7T t �! PROP. DRIVEWAY BENCH MARK - TOP OF --f-� + 75.1 6 CONC. B-ND. EL. = 72.5 ! J fY j 4 LEGEND 0 TITLE %5 SITE PLAN MCI o 1.7 FOR v 100.0 PROPOSED SPOT ELEVATION OF , �~ 6 DWELL. 0 +574.9 3 6 BARBERRY LANE + 75.2 100x0 EXISTING SPOT ELEVATION 75�+ = 7 IN THE TOWN OF: Aa 8 7 .2 8' - 71 100 PROPOSED CONTOUR MARSTO N S MILLS ( BARNSTABLE) PROP. 70.6 DECK 1 �4 100 EXISTING CONTOUR PREPARED FOR: J O NATHAN B LAK E \ 24.7' 10 74 + 73.3 20 0 20 40 60 69 i�2 TH2 73 BOARD OF HEALTH If 71 72.7 6 \ 70 ) 71.4 �P APPROVED DATE MA SCALE: 1 " = 20' DATE: DECEMBER 23, 2003 66. �, 68.�9 O 1 00 00 off 508-362-4541 1 fax 508 362-9880 �ZNOFIf�s �ZNOF4f4S down cape engineering, inC, �o�� ARNE H S�cti�U, �t� ARNEcy�N OJALA H. �+ CIVIL ENGINEERS CIVIL OJALA N 0. 3079 No. GALAB LAND SURVEYORS s T 939 main st, yarmouth, rya 02675 OJALA, .L.S. DATE 03--337 I i I I TOP FNDN. AT EL. 75.8' SYSTEM PROFILE TEST HOLE LOGS ACCESS COVER TO WITHIN- 6" OF FIN. GRAVE (NOT TO SCALE) _. PROVIDE INSPECTION PORT WITHIN LOCUS r: ACCESS COVER (WATERTIGHT) TO / 6" OF FINISH GRADE ENGINEER: RICK JUDD, RS MINIMUM .75' OF COVER- OVER- PRECAST FINISK--GRADE 2% SLOPE REQUIRED OVER SYSTEM WITNESS: DAVE STANTON LAKESIDE DR. RUN PIPE LEVEL 2" DOUBLE WASHED PEASTONE DATE:___ /12 1 1/03 I / _ I / FOR FIRST 2' \ 3' MAX. _ < 2 MIN/INCH Ll PERC. RATE PROPOSED 1�`Q� I GALLON SEPTIC �r 4, 69.0' CLASS II SOILS p# 10640 TANK (H- 10 ) GAS oo ''� vZE8SIT BAFFLE_ 6&42 �� 68.25 Q CL.CZ C7 0 0 0 Q 68.17 0000 Q OQQ � o ( Z el M2 % SLOPE) 6" CRUSHED STONE OR MECHANICAL 2, QQM-, . Q QQQ � m m 1 ( . wR Q Q Q � � O � Q Q o = J COMPACTION. (15.221 [2)) oo25`b' 66.17 0 0 W [ . co DEPTH OF FLOW = 4 ( 1 % SLOPE) ( 1 % SLOPE) 3/4" TO 1 1/2" DOUBLE WASHED STONE " ELEv 70.2' " 71 .5 TEE SIZES: INLET DEPTH = 10" 0 O LAKESIDE DR. \ OUTLET DEPTH = 14" 4" 4" LOCATION MAP NTS A A FOUNDATION- 11' ST 10' D' BOX 10' LEACHING LS LS ASSESSORS MAP 102 PARCEL 160 FACILITY 7 97' 11 to1OYR 3/4 11 to1OYR 3/4 ZONING DISTRICT: RF 5._8' w SEE NOTE UNIT WITH Hn D B B YARD SETBACKS: A N TO GRADE LS LS FRONT = 30' 1 1/2- EC N=PIPING/ �- r 29 ' 67.8 1 OYR 5/2 30„ 69.0 1 OYR 5/2 SIDE = 15' ' i 20' CLEAN❑UT COVER ® REAR = 15' 'xI6' CLEANQUT COVER I ^ . _ _ __ 58.2' C 1 C 1 PLAN REF. - PER/ 1. /4' A P f i z i i f f f f FSL 55" ® FSL FLOOD ZONE: C r EPTIEEC TANK 2.5Y 6 4 2.5Y 6 4 �RO EQUALAN. INC. / / I ' „ CD ( (-� f NSFH MOOU 63„ 82 HPVC (TYP.) 3• I I RO 3' MIN. ABDVE C2 C2 TR AT ❑UTLET A - - I FAST T CD ❑UTLE MS MS 11= if I 1. BLOWER MUST BE WITHINo. - J I 60 FEET OF FAST UNIT 500 GAL. N' 1000 GAL. 2.5Y 6/3 2.5Y 6/3 144" 58.2- 132"1 1 60.5' -- - - -� 2. LOC I❑N AND C❑VER ` NO WATER ENCOUNTERED NOTES: ❑PENING WITH INSECT SCREEN. A 3. FOLLOW FASO SPECIFICA 3$' 76� PLAN VIEW AST® TANK A-A SEPTIC DESIGN: (GARBAGE DISPOSER IS NOT ALLOWED ) 1 . DATUM IS ASSUMED DESIGN FLOW: 1__ BEDROOM ( 1 1�-GPD) = 110GPD 2. MUNICIPAL WATER IS AVAILABLE (NOT TO SCALE) ''USE :A 110 GPD DESIGN FLOW 3. MINIMUM PIPE PITCH TO BE 1/8" PER FOOT. SEPTIC TANK: 110 GPD (2) = 220 4;. 1- SIGN LOADING FOR ALL PRECAST UNITS TO BE 'AASHO H -,10 •I + 778 IF RESERVE EVER UTILIZED, MUST BE H-20 5. PIPE JOINTS TO BE MADE WATERTIGHT. �.9 COMPONENTS AND VENTED USE A 1500 GALLON SEPTIC TANK 75 + 76.6 \ 11 -- 6. CONSTRUCTION DETAILS TO BE IN ACCORDANCE WITH MASS. 76 \ �� LEACHING: ENVIRONMENTAL CODE TITLE V. 2(30.5 + 8.83) 2 (.60) = 91 7. THIS PLAN IS FOR PROPOSED SEPTIC SYSTEM ONLY AND IS NOT 100.00' + 76.1 SIDES: TO BE USED FOR ANY OTHER PURPOSE. + 77.3 _ 6 BOTTOM: 30.5 x 8.83 (.60) 143 g: PIPE FOR SEPTIC SYSTEM TO SCH. 40-4" PVC. LOT 156 TOTAL: 317 S.F. 234 GPD 9. COMPONENTS NOT TO BE BACKFILLED OR CONCEALED WITHOUT r, ,500± SO. FT. USE (3) 500 GAL. LEACHING CHAMBERS WITH 2' STONE INSPECTION BY BOARD OF HEALTH AND PERMISSION OBTAINED -' - 72.5 % FROM BOARD OF HEALTH. 7 6\ -" �-Ii? - - - - - AT SIDES AND 2.5' AT ENDS ( PROP. DRfVEWAY BENCH MARK - TOP OFf--� + 75.1 8 CONC. BND. EL. = 72.5 IZ4 1 _ 4 �, LEGEND IZ 10.8 0 o TITLE 5 SITE PLAN w oo 1,7' >PROP. v � 100.0 PROPOSED SPOT ELEVATION OF 3 6 BARBERRY LANE uj DWELL. " +`574.9 + 75.2 1 ONO EXISTING SPOT ELEVATION 75.8' IN THE TOWN OF: 7 .2 PROPOSED CONTOUR MARSTO N S MILLS ( BARNSTABLE)100$' PROP. '\ 70.6 PREPARED FOR: JONATHAN BLAKE Q, DECK ' 24 100 EXISTING CONTOUR ;1024.7, 74 + 73.3 20 0 20 40 60 I 69 73 TH2 BOARD OF HEALTH Cu � 71 71.4 72.7 70 APPROVED DATE MA SCALE: 1 " = 20' DATE: DECEMBER 23, 2003 -fi 66.6�� O 1 00 00 off 508-362-4541 68.1 fox 508 362-9880 BIZ A OF 14,4 ASH OF 4t4 down cape engineering, ioc, ARN H. ANE � OJALA � H c� CIVIL ENGINEERS CIVIL OJALA v No. 30792 .� No. 26348 LAND SURVEYORS � � a �� �o aP OXI ISTEI?,- ' l,� fss\o (� S G N 0 939 vain st. yarmouth, ma 02675 A OJALA, L.S. DATE 03--337 TOP FNDN. AT EL. 75.8' SYSTEM PROFILE TEST HOLE LOGS ACCESS COVER TO WITHIN 6" OF FIN. GRADE (NOT TO SCALE) PROVIDE INSPECTION PORT WITHIN LOCUS ACCESS COVER (WATERTIGHT) TO 6" OF FINISH GRADE ENGINEER: RICK JUDD, RS ;4 , 7MINIMUM .75' OF COVER OVER PRECAST FINISH GRADE 2% SLOPE REQUIRED OVER SYSTEM ;• 72.0 DAVE STANTON WITNESS: LAKESIDE DR. 72.5' FRUN OR FPIPE IRST L2E,VEL 2" DOUBLE WASHED PE ONE DATE: - 12/1 1/03 -I PROPOSED 1500 3' MAX. PERC. RAT = < 2 MIN/INCH (/ E ! I GALLON SEPTIC 69.0' CLASS II SOILS P# 10640 I TANK (H- 10 ) GAS o0 ' BAFFLE 68.42' �� 68.25' p p p 0 0 Q Q C-1 E z I MIN 68.17 aaao a oaroc r g 2 % SLOPE) �6" CRUSHED STONE OR MECHANICAL a R CJ 0 O C7 C7 C71 oCOMPACTION. (15.221 [2]) oZS$ 2' 0 0 CI 0 © 0 66.17' W W -' DEPTH OF FLOW = 4 ( 1 % SLOPE) ( 1 7. SLOPE) 0" ELEV. 2' Q" 71 .5' m TEE SIZES: 3/4 TO 1 1/2 DOUBLE WASHED STONE N INLET DEPTH = 10 14" - 0 O LAKESIDE OR. OUTLET DEPTH = 4" 4" LOCATION MAP NTS w FOUNDATION- 11 ' ST 10' D' BOX 10' LEACHING A q LS LS FACILITY 7 97' 1 1 „ 1 OYR 3/4 11 1 OYR 3/4 ASSESSORS MAP 102 PARCEL 160 ZONING DISTRICT: RF IQ 5'-8" so BLOWER UNIT WITH HOOD B B YARD SETBACKS: A SEE NOTE CONC. COVERS TO GRADE LS LS FRONT = 30' 1�/2' VENT PI I- - - - - -� SEE NOTE 2 F T 1 OYR 5/2 1 OYR 5/2 SIDE = 15' . , 20• CLEANOUT COVER ® 29 67.8 30 69'0 REAR = 15' RISERS 2'XI6' CLEANOUT COVER .Z �- 58.2' C 1 Cl PLAN REF. - - - 1 /4' A R P P N l i Z I I I I I I PERC FSL 55" FSL FLOOD ZONE: C EPT(- M 1 I I HORSY TA INC. ` I '•:. 2.5Y 6/4 2.5Y 6 4 `D I R EQUAL ; SFR HOUSEOM 40PVC (TYP.) ;N 34 63" 82" 3' MIN. ABOVE TR AT C2 C2 OUTLET 'OH OUTL T FAST UNIT o NOTES u) MS MS I I I I 1. BLOWER MUST BE WITHIN 60 FEET OF FASO UNIT '• 500 GAL. N A 1000 GAL. 2.5Y 6/3 2.5Y 6/3 2. RUN VENT TO DESIRED ' 144" 58.2' 132" 60.5' LOCATION AND COVER OPENING WITH NO WATER ENCOUNTERED NOTES: INSECT SCREEN. A 3. FOLLOW FASO SPECIFICA 38' 76' PLAN VIEW A S T® TANK VI W A-A SEPTIC DESIGN: (GARBAGE DISPOSER IS NOT ALLOWED ) 1 . DATUM IS ASSUMED f�ESIGN FLOW: I- BEDROOM ( 1 10,GPD) = 110GPD 2. MUNICIPAL WATER IS AVAILABLE (NOT TO SCALE) � � .,_. - - 1 USE A 110 GPD DESIGN FLOW 3. MINIMUM PIPE PITCH >-0 BE 1/8' NtR_ r=�0 i". SEPTIC TANK: 110 GPD ( 2 ) = 220 4. DESIGN LOADING FOR ALL PRECAST UNITS TO BE AASHO H- 10 � + 778 IF RESERVE EVER UTILIZED, MUST BE H-20 L COMPONENTS AND VENTED USE A 1500 GALLON SEPTIC TANK 5. PIPE "JOINTS TO BE MADE WATERTIGHT.;' 6. CONSTRUCTION DETAILS TO BE IN ACCORDANCE WITH MASS. 75 \ ,. _ 75 + 76.6 76 �� 7? LEACHING: ENVIRONMENTAL CODE TITLE V. I� 100.00' + 76.1 SIDES: 2(30.5 + 8.83) 2 (.60) = 91 7. THIS PLAN IS FOR PROPOSED SEPTIC SYSTEM ONLY AND IS NOT + 77.3 BOTTOM: 30.5 x 8.83 (.60) = 143 TO BE USED FOR ANY OTHER PURPOSE. 8. PIPE FOR SEPTIC SYSTEM TO SCH. 40-4" PVC. LOT 156 TOTAL: 317 S.F. 234 GPD 9. COMPONENTS NOT TO BE BACKFILLED OR CONCEALED WITHOUT ---'� - - 725 ,500± SO. FT. USE (3) 500 GAL. LEACHING CHAMBERS WITH 2' STONE INSPECTION BY BOARD OF HEALTH AND PERMISSION OBTAINED C FROM BOARD OF HEALTH. 7 . t7` - �- -1 - _ M - - AT SIDES AND 2.5' AT ENDS 6 3.2 Of r PROP. DRIVEWAY 6 BENCH MARK - TOP OF - - - - _ + 75.1 CONC. BND. EL. = 72.5 Q4 - -" - IZ4 ► i � �10.8' LEGEND TITLE S SITE PLAN O 28'fi i 100.0 PROPOSED SPOT ELEVATION OF clq 0 1.7 PROP. 's DWELL. + 7a.9 36 BARBERRY LANE (� u� TF = 7 + 75.2 100x0 EXISTING SPOT ELEVATION 75.8' IN THE TOWN OF: 8, 70.6 7 .2 j, 10o PROPOSED CONTOUR MARSTO N S MILLS ( BARN STABL /E> rn 100 EXISTING CONTOUR PREPARED FOR: JONATHAN BLAKE �0 74 + 73.3 I I 69 TH2 73 > 1 20 0 20 40 60 cu BOARD OF HEALTH 77 72.7 - 6) 70 ) 71.4 ,� APPROVED DATE MA SCALE: 1 " _ 20' DATE: DECEMBER 23, 2003 f166. REV 3/17/04 (NO DECK) �� �9 9 100.00, 68.1 off 508-362-4541 fax 508 362-9880 ,IH OF I,fA ARNE H �cyG �}�tNOFM4s v� down Cape engineering, inC, o� OJALA ARN y�N CIVIL H. CIVIL ENGINEERS No. 30792 A LAND SURVEYORS a�� P O S1ONAL EN ESS\ / �pD E.(0 SSUM / 03-337 939 ruin st. yarmouth, rya 02675 ARNE H. OJAL , .E., P.L.S. DATE i TOP FNDN. AT EL. 75.8' SYSTEM PROFILE TEST HOLE LOGS ACCESS COVER TO WITHIN.- 6" OF FIN. GRADE (NOT TO SCALE) _- PROVIDE INSPECTION PORT WITHIN LOCUS ACCESS COVER (WATERTIGHT) TO 6" OF FINISH GRADE ENGINEER: RICK JUDD, RS 74 0 MINIMUM .75' OF COVER- OLDER- PRECAST FINIS+-GRADE 2% SLOPE REQUIRED OVER SYSTEM 72 0' DAVE STANTON WITNESS: LAKESIDE DR. i 2" DOUBLE WASHED PEASTONE 12 1 1 03 RUN PIPE LEVEL DATE. / / / 72.5' - FOR FIRST 2' \ 3' MAX. PERC. RATE _ 'E 2 MIN/INCH PROPOSED 1500 GALLON SEPTIC � ,,L �� - 69.0' CLASS II SOILS P# 10640 i ' TANK (H- 10 ) EGA-S-I- co z T BAFFLE 68_42' �� 68.25' [=1 Q.C1 CL 0 CZ Q C7 g I o MIN 68.17 O C3 O CICJO � r } z 2 9oSLOPE oac� a. a oaa � W ( ) ems" CRUSHED STONE OR MECHANICAL oR 2' a ca o a o o a o a m m � 4' COMPACTION. (15.221 [2]) 025$ 0 66.17 C ELEV. Q J Y DEPTH OF FLOW = ( 1 7. SLOPE) ( 1 7. SLOPE) 3/4" TO 1 1/2" DOUBLE WASHED STONE �" 70.2' 0" 71•5' co TEE SIZES: INLET DEPTH = 10" 0 Q LAKESIDE DR. OUTLET DEPTH = 14" 4„ 4,. LOCATION MAP NTS A A FOUNDATION- 1 1 ' ST 10' D' BOX 10' LEACHING LS LS ASSESSORS MAP 1 Q2 PARCEL 1(60 FACILITY 7 ' 97 1 1 „ 10YR 3/4 1 1 10YR 3/4 ZONING DISTRICT: RF rJi_Or W UNIT WITH H.C1DD B B YARD SETBACKS: SEE NOTE A O N ERS TO GRAD� LS LS FRONT = 30' 1 SEE I=2- T- 29 1 OYR 5/2 67.8' 30" 1 OYR 5/2 SIDE = 15' 20' CLEANDUT COVER ® 69.0' 1 REAR 15' --- -- --- - - - - W3ER5 •x CLEAN OUT V R ' 58.2' Cl Cl PLAN REF. / z - - 1 /4' A R P (` i I (I i( FSL 55" OF FSL FLOOD ZONE: C r �EPTICEE TANK 'D ROEQUALMAN. INC. 2.5Y 6/4 2.5Y 6/4 I NSFROM 40 PVC (TYP.) i 34 3' MIN. ABOVE I TREAT C2 C2 - - I FAST T OUTLET o ❑UTL u� MS MS 1gBOWER MUST BE WITHIN v N 60 FEET OF FASIV UNIT '• 500 GAL. 1000 GAL. 2.5Y 6/3 2.5Y 6/3 " ' 44 132" 60.5' - - -� ( 2. RUN VENT TO DESIRED 1 LOCATION AND COVER NO WATER ENCOUNTERED NOTES: - - -- -- J OPENING WITH INSECT SCREEN. A 3. FOLLOW FAST SPILCIFICA 311' 76' A_A SEPTIC DESIGN: (GARBAGE DISPOSER Is NOT ALLOWED � 1 . DATUM IS ASSUMED PLAN VIEW FAST TANK- VIEW DESIGN FLOW: 1 BEDROOM ( 1 10 CPD) 110 PD 2. MUNICIPAL WATER IS AVAILABLE (NOT TO SCALE) USE A 110 GPD DESIGN FLOW 3. MINIMUM PIPE PITCH TO BE 1/8" PER FOOT. SEPTIC TANK: 110 GPD (2) = 220 4. DESIGN LOADING FOR ALL PRECAST UNITS TO BE AASHO fH- 10 4ep + 77.8 IF RESERVE EVER UTILIZED, MUST BE H-20 5. PIPE JOINTS TO BE MADE WATERTIGHT. t,9 COMPONENTS AND VENTED USE A 1500 GALLON SEPTIC TANK 75 + 76.6 \ --- 6. CONSTRUCTION DETAILS TO BE IN ACCORDANCE WITH MASS. 76 LEACHING: ENVIRONMENTAL CODE TITLE V. 2(30.5 + 8.83) 2 (.60) = 91 7. THIS PLAN IS FOR PROPOSED SEPTIC SYSTEM ONLY AND IS NOT ?00.00-' + 7�.1 SIDES: /\ + 77.3 - TO BE USED FOR ANY OTHER PURPOSE. �, BOTTOM: 30.5 x 8.83 (.60) - 143 8. PIPE FOR SEPTIC SYSTEM TO SCH. 40-4" PVC. LOT 156 TOTAL: 317 S.F. 234 GPD 9. COMPONENTS NOT TO BE BACKFILLED OR CONCEALED WITHOUT ,500± SO. FT. USE (3) 500 GAL. LEACHING CHAMBERS WITH 2 STONE INSPECTION BY BOARD OF HEALTH AND PERMISSION OBTAINED 72.5 } J FROM BOARD OF HEALTH. -7 , �- - - AT SIDES AND 2.5' AT ENDS 6 j � + 7a.��S 3.2 1 , ! PROP. DRIVEWAY '\ + 75.1 6 BENCH MARK - TOP OF _ CONC. BND. EL. = 72.5 C4 1 1 0 C - 108 ' " o� 4 o LEGEND TITLE 5 SITE PLAN 0 1.7 PROP. � 100.0 PROPOSED SPOT ELEVATION OF DWELL. + , S7a.9 36 BARBERRY LANE Lfi = 7 75 + 75.2 100x0 EXISTING SPOT ELEVATION IN THE TOWN OF: Aa 8 7 .2 8 - -� 100 PROPOSED CONTOUR PROP. 1 MARSTONS MILLS ( BARNSTABLE) 7\ DECK 7 I 4 100 EXISTING CONTOUR PREPARED FOR: JONATHAN BLAKE 74 + 73.3 20 0 20 40 60 6g TH2 73 '�� BOARD OF HEALTH a - 70 71 72.7 ) 71.4 �� APPROVED DATE MA SCALE: 1" = 2Q' DATE: DECEMBER 23, 2003 6 -4( 66.6-� 68�9 0 100.00 off 508-362-4541 fox 508 362-9880 OF I yss ��SN OF 4,4 down cape engineering, lnC, ARNE H. 9cy�� ° ARNEcy�N CIVIL ENGINEERS Q CIVILL 0i LAND SURVEYORS 30792 N . 6 v ` ss\0 939 vain st. yarmouth, ma 02675 s G� qti 03--337 A OJALA, L.S. DATE GENERAL NOTES: GENERAL NOTES: E E OF TANK TOP 1. NITROE 2KS TANK TOP TO HAVE THREE-24", HOLES AND <� ' ,.k �, ;G�a'�'r�` �„: ,-�-:,.� >a ;�?� «���: . ~�:� =•,a' „�`• '• ' .'� �•� e;� }- ' :, 1. ALL MEASUREMENTS FROM OUTBID EDGE 153 �+„ z , ,,, � ;, �. � � � ,x ,z t„�• � �,,,�. � � � �� �. . ,., � i , ` .t - 2. CONFIRM ALL HOLE LOCATIONS PRIOR TO INSTALLATION. TOTAL TANK LENGTH MULTIPLE 4"HOLES WITH RISERS AND COVERS FOR MAINTENANCE 3. NitROE SEPTIC TOP TO HAVE THREE-24"AND THREE 4"HOLES OUTSIDE WALL TO OUTSIDE WALL AND SAMPLING. -.„ , ..k - �, - € I = 122 OUTLET TROUGH O �� �, �, ��,..�:,,, , � �. � ., ,,. , .,, � �; � „'�` ��, t,�� ��� ,�, E : : TOTAL TANK LENGTH ( T) DISTANCE VARIES AND FOR MAINTENANCE AND SAMPLING. 2. FOR THE 24 HOLES PROVIDE 24 DIA.ADS PIPE ,. ... ... .,,.•� N..,,,, � .,., ,,: ;�,..,_= - ..;r"`r ��•�,"' � WALL TO OUTSIDE WALL WITH OUTSIDE „ 4 FOR THE 24 HOLES PROVIDE 24 DIA.ADS PIPE CORRUGATED WITH WITH POLYLOK ORE DIVALENT COVER OR EQUIVALENT •; - + , ,F _ p (CORRUGATED) ( EQUIVALENT) TANK WALL AT TO F< K .. :r:, . d m TANK WALL „ � , O POLYLOK OR EQUIVALENT COVER OR EQUIVALENT CONCRETE RISER Y w CONCRETE RISER AND COVER TO 12 BELOW GROUND SURFACE . � 3 TYP z ��, . >„� �•,„ � � .,�: : �'< � � ,, '� ( ) THICKNESS Pr AND COVER TO 6 BELOW GROUND SURFACE AND SECURED TO TANK d - AND SECURE TO TANK TOP. ., ¢ .; AT TOPT I I a LL ., _ a ;•.TOP. w J 3. FOR THE 12"HOLES;USE ADS PIPE(CORRUGATED)AND POLYLOK 5. INSTALL 4 DIA.PIPE 3 BELOW GROUND SURFACE WITH FERNCO ,� ( TYP) $ P O EQUIVALENT)COVERS TO 12"BELOW GROUND SURFACE AND ,_:,�, ._� . .�, .� .,, _ � , .., o ( ) ,I ,i (OREQ AL ) E �,�, ..-� _ � -i RUBBER CAP.INSTALL WITH A 6 ROUND VALVE BOX AND COVER TO BE ¢ MIDDLE P! I 3„ W O u, ! a SEE NOTE 3 SECURE TO TANK TOP. . . S� _ FLUSH WITH THE GROUND SURFACE. --. TROUGHS 4 " :.- „ w T Z R, J 4. PROVIDE FOUR 4 DIA.SAMPLING PORT 1 BELOW GROUND ,.,:: ,,�,, t a� J C W INLET g w }, �] \ W � F- .. ,... .. ,,; �''`" , -.+.,�.,•,�,� ''s "" a- : i r=a. •v ;'. .+ m. � >3 �".`.``i �' ; I t I I. V � 1. ( ) i ,_,_ Q SURFACE WITH 6 PLASTIC ROUND B30X AND COVER TO BE FLUSH �v� , _ ..� .�,. �, �r .:-� ry „, a. r rn I- TROUGH SUBMRGED ,DENITR.LF�LCATIIO � ) �`�� = cn p c� EFFLUENT -0 `z _ F - -RATION O WITH GROUND SURFACE. , Y _.. o \ IT AE. N /CHAMBER ,, TUBA _ n w - D FROM SEPTIC', ( ) RTt IE :> n \ " w.s w P a p r O I 5. FOR EXISTING SEPTIC TANK,PROVIDE 2 DIA.SAMPLING PIPE THAT --::. _ x ,, n r -, ; ; I I ¢ u TANK ChfA6aBER DC 8 Y i .. „ f m r „ - , < : / i # f \ / „ .N✓i r `�, _# w.., ,�._ ` r�} - (I) O z O I IS CEMENTED OR ANCHORED TO THE TANK TOP AND EXTEND 2 81� g I: t t I- -� Q I- O �s�'�c) , O w Ig � I 3 - t j , pg BELOW THE TANK TOP AND BE POSITIONED 6-12"FROM THE EDGE tr,:• =E. gar ., s ,,. § ,, (n m O I"' J r '' .l ,; .E I, i I '� ,r sk )+,,.' .'?•:", x:v 3V'. .s-'.�;;: a;�;,:_ �r .> .,,.�,s + ;SS+ W-; I p EFFLUENT .,. :, ,,. ,fi, a ,-,. _.._,...' t :� , as .-:., .,.r� -a.:: INFLUENT J �, € gE � T T . �, �, � J I , EFFLUENT OUT � r, .< � ,•, ,�� ,h�. _` � ,� ,„ C � >- O 1 _ € OF THE OUTLET END OF THE SEPTIC TANK OR IN THE SEPTIC TANK - w.,.. 4>., G - H '•�. ; � `�-. _: 3 �.. - CONCRETE OUTLET COVER.ON THE'TOP SIDE OF THE SEPTIC TANK a� Y H O gp , M �-"+ ., r- • :"`ai , :'P, .,, ..,., #.." , TO NItROE F- ; I THE 2„DIA.SAMPLING PIPE SHOULD EXTEND TO Z',BELOW THE p Q J _ - I GROUND SURFACE AND HAVE A 6 DIJA.PLASTIC ROUND BOX ANDA-,. ., rn , WASTE WATER <n I & w � . � 9 COVER AT GROUND SURFACE. �: TREATMENT SYSTEM e I I= r r _ a TANK WALL .�"` Q .. THICKNESS g I E O � ,.�z, :fig H fn AT BOTTOM �° 1 E E sl � " ems.' ''" „" f 9 + '€ r x .'• " t `'`tea I F- „ � �' ,* (4 1/2 TYP) TANK WALL AT TOP 3 TYP ( ) SEE NOTE 5 6"PLASTIC BOX AND COVER WITH 4" m w SEE NOTES 1 AND 2 116" SEE NOTES 3 AND 4(TYP) MONITORING PIPE;SEE NOTE 2 AND 4(TYP) SEE NOTES 3 AND 4(TYP) EL.64.50 SEE NOTE 4 GROUND LEVEL �. SEE NOTE 2(TYP) 24"ACCESS HOLE WITH COVER SEE NOTE 2 (TYP). try GROUND SURFACE TYP EL.63.60-64.30 SEE NOTE 2(TYP) RISER TO WITHIN 3"OF � Y FINISHED GRADE _ c Of 5 1/2"TANK TOP(TYP) TO SOIL \lr �J/ �}/ �/ If/ \(/ EL 63.70 �/ O .2) W s._P i� ..pl a-.Ea ;..:.:� II�III S{� a 3"MIN. 3"MIN. TO NitROE ABSORPTION SYSTEM g I T� - g !j C s; a EL.62.5 WASTE-WATER (SAS) == I I ( - L SEED N g q..: 6' MIN. EL.62.46 AND SE EL.61.94 ' k LOAM A o TREATMENT SYSTEM - - CLEAN- - w , �._ _ ' W INFLUENT EFFLUENT FROM SEPTIC mr .' EFFLUENT _ __. _.. _. __ _ C C EFFLUENT ae srnncwareaoepr+ •-" BACKFILL _ _ I- .� p cv _ TANK a _ cc _- _ 0 o C 17 ___ _ a~ m 10° MIN. 14" Y t - I FLOW N ,E ,� 3 CV) 001) > W w Q Z w --- _,. FLOW , , Q Y p E - O H u w z I_ y M _., �. ; 6"OF 3/4" 0 SG o0 _ _ y 0) V) L � o p Q w �' W a SUBMERGED DENITRIFICATION CHAMBER _ o o_ ¢ w _ _ uJ = W ! ( ) > ~ - o _ ._, , I I COMPACTED 59' O u_ W O > AERATION DC Z - I_I EL�35 -CRUSHED 51 " 48" W0 ] Q 90 z U W F- * 'tt,, I .. O GAS BAFFLE O O O �O "- _-" CHAMBER(SAC) F- z W� w d {_ _° _ STONE BASE _I 41 „ 34" O� O it �~- ®, ~ J m Z g O ce i I- I- N W s c pEJ O //'►co 4Z~ NOTES; /J S� 1. PROVIDE 3 OUTLET DISTRIBUTION BOX INSTALLED ON LEVEL Q EL.56.98 -° 4 „ ; a ., • ,. 4• . .. . a° . g 4 EL.5&.70 .,,- �..a :T. earn STABLE BASE. _. KleanTu LLC v ._ _. - F^^ ti rl.-;�,� 5�,ctir` ,'� Y _ ._'c :yt ..� ,� .r C.�„�."3,_, 73 ?t_ ),S.; J „_,L"c'_t_j4t�:JC.a .. L..7< �.?oG �i KI Tu LLC � 2 BLOCK ONE OUTLET.r° .r'` ...,_._1t�_.�C:7t..-, ,-,t-,%4��_, a '* ram. �.t' a _. ". '^,`,.� - -._ l„ ,-1, .��„)V��tJt 7 -,., _,�}.�t....r c..`�;s ��y; ��.JC S �_...r , ,.. ::1,y .,.. .vb.4..<._,_.��_1=.� .�7__i_„-_max.... 4 TANK BOTTOM TYP c '' >5 -ham K; .� Y._� k.' x � _, TANK BOTTOM _ >_ _ _ _ . k Y -- } -- 3. INSTALL FIRST 2 FEET OF OUTLET PIPES LEVEL. ( W t. -��_ .. Z. � 12 CRUSHED AGGREGATE OR APPROVED THICKNESS 4" 12 CRUSHED AGGREGATE OR APPROVED W 3"TANK WALL AT 114" MATERIAL;ON LEVEL,COMPACTED AND MATERIAL;ON LEVEL,COMPACTED AND 4: INSTALL SPEED LEVELERS(OR EQUAL)ON OUTLET PIPES: U) BOTTOM(TYP) 120" STABLE BASE TANK WALL THICKNESS AT BOTTOM(4") STABLE BASE W NitROE 2KM SEPTIC TANK TANK WALL THICKNESS AT TOP(3") PROPOSED H-10 DISTRIBUTIONEQUIVALENT DETAIL U) ACME PRECAST OR EQUIVALENT Z = Z NitROE 2KS 2,000 GALLON WASTEWATER TREATMENT SYSTEM (WWTS) J EST-ASST15M-H10 Q Q NOT TO SCALE N-ASST20M-H 10 NOT To SCALE J U J ' NOT TO SCALE � C (Q � I � U)U) U) WASTEWATER NOTES Z '�C LL <?> 16. UNSUITABLE SOIL MUST BE REPLACED WITH TITLE 5 SAND AS SPECIFIED IN 310 CMR 15.255(3). ANY ADDITIONAL AREAS THAT ARE FOUND TO HAVE UNSUITABLE MATERIAL W � O 1. ELEVATION, PROPERTY LINE AND EXISTING CONDITIONS ON THIS PLANM ARE BASED ON A O SHALL BE REPORTED TO THE ENGINEER, 1 SURVEY CONDUCTED BY THE HORSLEY WITTEN GROUP, INC.ON NOVEEMBER 20,2020. m - r}j 17. ALL SEPTIC COMPONENTS SHALL BE INSTALLED WITH MAGNETIC WARNING TAPE. W 2. UNLESS OTHERWISE NOTED,ALL SYSTEM COMPONENTS AND CONSTRUCTION METHODS I �( _I LIJ ! � " ' S OF DAMP.PROOFING OR BITUMINOUS m SHALL BE IN ACCORDANCE WITH THE STATE ENVIRONMENTAL CODE AND THE RULES AND 18. ALL SEPTIC TANKS SHALL BE APPLIED WITH 2 COAT N�N ft PROJECT BENCH ' REGULATIONS OF THE LOCAL BOARD OF HEALTH. MATERIAL G� L[- o CB/DH EL.= 61.87 j "- --- - _� N78 05'25 3. THIS PLAN IS INTENDED TO ADEQUATELY PROVIDE THE INFORMATION I NECESSARY TO 19. THE CONTRACTOR SHALL RESTORE ALL SURFACES EQUAL TO THEIR ORIGINAL CONDITION 7 E LAYOUT AND CONSTRUCT THE PROPOSED SEWAGE DISPOSAL SYSTEIM REPRESENTED ON LI,J I j � 100.Qp ❑ AFTER CONSTRUCTION IS COMPLETE. AREAS NOT DISTURBED BY CONSTRUCTION SHALL M m IT AND SHOULD NOT BE USED FOR ANY OTHER PURPOSES. BE LEFT NATURAL.THE CONTRACTOR SHALL TAKE CARE TO PREVENT DAMAGE TO SHRUBS,TREES,OTHER LANDSCAPING AND/OR NATURAL FEATURES. WHEREAS THE z PROPOSED 1,500 GALLON SEPTIC TANK 4. ANY CHANGES TO THIS PLAN MUST BE APPROVED BY THE ENGINEER AND/OR THE LOCAL PLANS DO NOT SHOW ALL LANDSCAPE FEATURES EXISTING CONDITIONS MUST BE 00 �' INV. IN= 61.56 BOARD OF HEALTH(BOH)STAFF. VERIFIED BY THE CONTRACTOR IN ADVANCE OF THE WORK, Im EXISTING FAST TREATMENT 0 I SYSTEM AND TANK TO BE INV OUT=61.31 i QM j 1_ ( REMOVED 5. PRIOR TO CONSTRUCTION,THE CONTRACTOR SHALL COORDINATE WITH THE PROPERTY 20. ALL UNPAVED AREAS DISTURBED BY THE WORK SHALL HAVE A MINIMUM OF 4-INCHES OF W M t OWNER AND ENGINEER ON THE CONSTRUCTION SITE ACCESS AND MATERIAL STOCK PILE LOAM INSTALLED AND BE SEEDED WITH GRASS SEED AS SHOWN ON THE PLAN AND/OR W AREAS. DIRECTED BY THE ENGINEER. THE CONTRACTOR SHALL BE RESPONSIBLE FOR WATERING j ' 6 ANY LOAM AND SEEDED AREAS UNTIL LAWN GROWTH IS ESTABLISHED AND APPROVED BY I G% 64 0 P 6. TRENCH SAFETY SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR INCLUDING ANY THE ENGINEER AND/OR OWNER. N (y j El LOCAL AND/OR STATE PERMITS REQUIRED FOR THE TRENCH WORK. THIS WORK MAY BE Q REQUIRED TO TAKE PLACE OUTSIDE OF NORMAL HOURS OF OPERATION FOR THE 21. AN INNOVATIVE&ALTERNATIVE TREATMENT SYSTEM IS PROPOSED FOR THIS SITE. THE a 0- FACILITY.THE CONTRACTOR SHALL PLAN ACCORDINGLY. SYSTEM MUST BE INSTALLED AND MAINTAINED IN ACCORDANCE WITH THE DEPARTMENT OF ENVIRONMENTAL PROTECTION(DEP)PROVISIONAL USE APPROVAL. 7. THE CONTRACTOR SHALL REPORT ANY DISCREPANCIES FOUND IN SITE CONDITIONS FROM ca ' 64.50 " j THOSE SHOWN ON THE PLAN TO THE DESIGN ENGINEER. O1 $ 10.1' i � 8. FAILING TO PROPERLY INSPECT OR PUMP THE SEPTIC TANKS AND TREATMENT SYSTEM (o NITRIDE 2KS 2,000 GALLON TANK WASTEWATER INSTALLATION INSPECTION NOTES to _ � 4„ SCH 40 PVC ' F � �_--..� OR WASTEWATER._ OR CHANGES TO EFFLUENT FLOW,GRADING,OR LANDSCAPING,EITHER ON-SITE O UINV. IN_61.29 _ ( �, ADJACENT TO THE SITE,MAY RESULT IN IMPROPER FUNCTIONING OF THE SEPTIC AND L THE CONTRACTOR SHALL PROVIDE A MINIMUM OF 24 HOURS ADVANCE NOTICE TO THE - INV. OUT=61.04 L=2.O', S=1 A% _-- Q W ENGINEER AND LOCAL BOARD OF HEALTH FOR ANY INSPECTION. RS _ EAC YSTEM(S). N L HING S ir> U °o 64.50 N M 9. CALL"DIGSAFE"AT LEAST 72 HOURS PRIOR TO COMMENCING CONSTRUCTION AT 2. ALL WASTEWATER SHALL BE INSPECTED BY THE ENGINEER AND THE LOCAL U v j t ) + co 1-888-DIG-SAFE AND ANY OTHER APPLICABLE AGENCIES TO FIELD VERIFY LOCATIONS OF BOH REPRESENTATIVE PRIOR TO BACKFILLING. AT A MINIMUM THE FOLLOWING ITEMS SHALL N o d r � o �i BE INSPECTED: .. Q -T INV. =60.68 (MATCH ---� t_ EXISTING UTILITIES. o C L2 : � 2.1. SYSTEM COMPONENTS BASE AND INSTALLATION PRIOR TO BACKFILL u co O � o I i EXISTING r ° 2.2. LEAKAGE TEST ON PRECAST TANKS MIN.24 HR to F 04 a> `� 36 AI�BERR LANE ...�°' 10. THIS ON-SITE WASTEWATER TREATMENT SYSTEM IS NOT DESIGNED FOR USE WITH A ( ) a� ca x (n GARBAGE GRINDER. 2.3. START UP TEST OF SYSTEM WITH ALL COMPONENTS INSTALLED AND FUNCTIONING AS a E CU 2 m _ 10.0' m O N s EXISTING LEACHING FACILITY TO REMAIN DESIGNED a� CU O d o 7E S C �IA � V W 3-500 GAL. LEACHING CHAMBERS WITH i ; j J 11, THE OWNER SHALL HAVE THE SYSTEM INSPECTED AND HAVE THE SEPTIC TANK PUIMPED 2.4. FINAL INSPECTION OF BACKFILLED SYSTEM a m U °o O o M ---�, BED OOM ��E�.UNG { EVERY 3-8 YEARS. 2-FT STONE -- _ - (I' � 63.25 • ° 3. THE CONTRACTOR SHALL BE RESPONSIBLE TO MAINTAIN UP-TO-DATE AS-BUILT DRAWINGS AND , EXISTING LEACHING CAPACITY=234 GPD . 4 SCH 40 PVC 1 j NOTES INDICATING THE HORIZONTAL AND VERTICAL LOCATION WITH TWO TIES OF ALL SYSTEM m o _ o '� I (�- 12. PROVIDE WATERTIGHT SEALS BY USE OF NON-SHRINK GROUT AT ALL POINTS WHERE F REPLACE STONE IF NECESSARY c L=16, S-1.O/o I ' PIPES ENTER OR LEAVE ANY CONCRETE STRUCTURES. COMPONENTS INSTALLED. THESE AS-BUILT DRAWINGS AND NOTES WILL BE UTILIZED BY THE N r- CO C; � � �! _�; I j j + I! ENGINEER OR THE PREPARATION OF RD PLANS. t \� EER FRECORD PROPOSED AIR PUMP 13. USE SCH.40 PVC PIPING WITH WATERTIGHT JOINTS UNLESS OTHERWIISE NOTED ON PLAN. o INV. =60.69 FINAL LOCATION TO BE f ALL PIPE SHALL BE PLACED ON A COMPACTED FIRM BASE. MATCH EXISTING -- � __---_______- I �, ( ) - ' - FIELD DETERMINED , ' '---- N i I � _ (, y � 1 � o � ! 14. ALL STONE TO BE DOUBLE-WASHED AND FREE OF DIRT,DUST,AND MINES. -- - N ' RESPONSIBLE FOR PROVIDING OPERATIONS ANID MAINTENANCE 15. THE CONTRACTOR IS j a' a 4"SCH 40 PVC (INFORMATION FOR THE SEPTIC SYSTEM TO THE ENGINEER,IF NECESESARY. �U EXISTING GAS !' ' L SERVICE TYP. Q' •o c� ,`r _- ZONING & RESOURCE PROTECTION NOTES L f I -.EXISTING DISTRIBUTION BOX TO BE REMOVED co fv/ _ INV. IN=60.82 1. PARCEL ID: 102/160 LOT AREA:0.21 AC > O � 'LO N INV. OUT=60.65 m o M M j 2. OWNER OF RECORD:WILLIAM C&CAROL A WESTON � �j Q °O co E ! ✓ ' ,� / \ EXISTING WATER ¢ ao - a) _ o > <- ' -- Sv __.__- 3. ADDRESS: 36 BARBERRY LANE,MARSTONS MILLS a N °�' C> o SERVICE (TYP.) 0 3. � v � f >+ J ; -O 4. THE LOCUS IS IN LOCATED IN FLOOD ZONE X(AS SHOWN ON F.I.R.M..MAP 25001CO542J DATED JULY 16,2D14). Z O � c o %'f %, i 'li �lt 4„ SCH 40 PVCN i L=2', S=1.0% I I 5. THE SITE IS LOCATED IN A WELLHEAD PROTECTION DISTRICT. _ Registration: 0 It EXISTING I ING OVERHEAD 1! p EL� TRIC, TELEPHONE _ PROPOSED 3-OUTLET ;� � O (� 18�''CABLE SERVICE ; DISTRIBUTION BOX IJOSEF c, INV. IN = 61.02 cr j •� I c INV OUT=60.85 ` r- • 05 , 6 r � N78 ,25 ---- _ 100.00' N - /,� ------------ GRAPHIC SCALE - Protect Number. Sheet \�� 1 - 20112 1 f 1 (D -- - c� 1 - i OHW Sheet Number: p -- ( feet) f 'n 1 INCH = 10 FEET v V W 1 � T I GENERAL NOTES: GENERAL NOTES: '" ti ?.,, ':r i ate, ....: � .�: � ,.ry £ ,:.,�,� �• I. „ 1. NITROE K THREE-24", _1 '„ s xfi m 1. ALL MEASUREMENTS FROM OUTSIDE EDGE OF TANK TOP. 153 2 STANK TOP TO HAVETWO 2 HOLES AND 2. CONFIRM ALL HOLE LOCATIONS PRIOR TO INSTALLATION. TOTAL TANK LENGTH MULTIPLE 4 HOLES WITH RISERS AND COVERS FOR MAINTENANCE ���, � � , �� � i, ,�. ,, y,. ,� ., :. "d, � • �., , „ „ TANK TO TO HAVE THREE-24 AND THREE-4 HOLES OUTSIDE WALL TO OUTSIDE WALL AND SAMPLING. LENGTH = 122 3. NitROE SEPTIC N P OUTLET TROUGH OT DISTANCE VARIES TOTAL TANK LENG ( ) „ „ WITH RISERS AND COVERS FOR MAINTENANCE AND SAMPLING.. 2. FOR THE 24 HOLES,PROVIDE ,24 DIA.ADS PIPE CORRUGATED OUTSIDE WALL TO OUTSIDE WALL „ ( ) 4. FOR THE 24 HOLES,PROVIDE 24 DIA.ADS PIPE(CORRUGATED)WITH WITH POLYLOK OR EQUIVALENT)COVER OR EQUIVALENT r .„ ,.- TANK WALL AT TOP .: •. . - - • �..® . .. $ : ;.. a . . ` :. .. . a. , , , ( ( TANK WALL „ POLYLOK(OR EQUIVALENT)COVER(OR EQUIVALENT CONCRETE RISER ' a ` Y W CONCRETE RISER AND COVER►TO 12"BELOW GROUND SURFACE 3 TYP z a ) ,. �. ( ) THICKNESS Y AND COVER)TO 6"BELOW GROUND SURFACE AND SECURED TO TANK Q d AND SECURE TO TANK TOP. � •' � � , , � ¢'� AT TOP y $TOP. •. u_ � 3. FOR THE 12"HOLES;USE ADS PIPE(CORRUGATED)AND POLYLOK -� 3 TYP ,_. _ 5. INSTALL 4 DIA.PIPE(3 BELOW GROUND SURFACE)WITH FERNCO J ( ) O V (OR EQUIVALENT)COVERS TO 12"BELOW GROUND SURFACE AND n ,_ o SEE NOTE 3 -I RUBBER CAP.INSTALL WITH A 6"ROUND VALVE BOX AND COVER TO BE ¢ MIDDLE 3„ w O '` - � a 40 I- SECURE TO TANK TOP. � .�'`�' „�.. - � .Q D O a ❑ ,, J FLUSH WITH THE GROUND SURFACE:. ROUGH -� - „ ,:. ., <, ; e-•- �.., b J � Z C w cn -� 4: PROVIDE FOUR 4"DIA.SAMPLIIWG PORT 1 BELOW GROUND :,. � .:,r ,; - •, 3 ��:, .4 '` ., :,-„ y n INLET Q r -n 0) E- � TROUGH SU RGED (MT) DENIT CATI D Q SURFACE)WITH 6"PLASTIC ROUND BOX AND COVER TO BE FLUSH cn ❑� EFFLUENT � v � M - IT A N HAMB O WITH GROUND SURFACE. k $ ` m N FROM SEPTIC ( ) Q r 5. FOR EXISTING SEPTIC TANK;PROVIDE 2"DIA.SAMPLING PIPE THAT - m r �„ Y O TANK ClBE DC a rq O 81 z O ( ) IS CEMENTED OR ANCHORED TO THE TANK TOP AND EXTEND 2" '„' Q ~ O ) O BELOW THE TANK TOP AND BE POSITIONED 6-12"FROM THE EDGE = EFFLUENT INFLUENT 0 J0 EFFLUENT OUT a O ,_ Q Q OF THE OUTLET END OF THE SEPTIC TANK OR IN THE SEPTIC TANK _ _ '-, �•� �� �, '� •-�, „•� �£ ;�,At ��_ O E- CONCRETE OUTLET COVER.ON THE TOP SIDE OF THE SEPTIC TANK as Y H Ort is Z J TO NitROE F- w THE 2 DIA.SAMPLING PIPE SH(DULD EXTEND TO 2 BELOW THE x � w; t r a, •N ❑ F.. Q WASTE-WATER U) GROUND SURFACE AND HAVE lA 6"DIA:PLASTIC ROUND BOX AND � g � •> x< � -J TREATMENT SYSTEM COVER AT GROUND SURFACE. ~ UJ TANK WALLO 00 THICKNESS -� : `.zti c TM w a r� �r m m � aaaaaa � I_- AT BOTTOM : 1 „ � (4 1/2"TYP} p � ` z LU TANK WALL AT TOP lU (3"TYP) •kn' `3,, - * , • _ (� ',. gg r '% ',� ATM' '�• � ,� _. �° �fe� �;'' m Y 116 SEE NOTE 5 MONITOR CZ NG PIPSTIC BOX E;SEE NOTE 2 AND 4 i(TYP) c w w D COVER WITH 4" SEE NOTE 4 SEE NOTES 3 AND 4(TYP) ` ❑ SEE NOTES 1 AND 2 116" SEE NOTES 3 AND 4(TYP) � O � EL.84.50 GROUND LEVEL Q. SEE NOTE 2(TYP) O GROUND SURFACE TYP EL.63.60-64.30 24"ACCESS HOLE WITH COVER SEE MOTE 2(TYP). SEE NOTE 2 P •o Y (�' ) RISER TO WITHIN 3"OF OL w °° FINISHED GRADE 0d c w 5 1/2"TANK TOP(TYP) TO SOIL EL.63.70 p m __. _ w v ,� C M TO NitROE ABSORPTION SYSTEM _ _ _ c 3 MIN. T =- 1=Ill-(TI• �'�'� 1-=11 - co EL.62.5 3"MIN. _ _ LOAM AND SEED-_ fy O O d ❑ <..: WASTE-WATER (SAS) - - _ _ _ _ - _ _ - - -- 6"MIN. EL.62.46 i�'� � TREATMENT SYSTEM - - _ _ - - - - ._ > o �.. ®. - CLEAN - - - - - - - - > v INFFLUENT EFFLUENT FROM SEPTIC I _ _ _ -EL 61 94 - - _ W , o 'too -� EFFLUENT EFFLUENT ! - - - - - - - I� N TANK 48"STATIC'WATERDEPTH - =BACKFILL _ - I o f- 6„ d - - - - - - --- _- - - - - tti7 C N - = M M 10" ❑ a 14" e) Cl) MIN. Y -f F OW-�-- � - N 3 W I L to - O '. 00 00 W L Z _ - - - _- • F OW.�._ n.. a 0 Y. LL L Q - o O H - W „ �_ eo Z w _ - _ - - - _ Ho Wz - _ - - _ 6"OF3/4 u.. `� D Lu - SUBMERGED DENITRIFICATION CHAMBER = O a Q w I _ EL.60.35 ' _ °' y o o ❑ 59 O o W o I _ _ _ O A. = a _ .. - - COMPACTED W U. W 0 > � + AERATION O (DC) D o F- a CRUSHED O 51 GAS BAFFLE 48 D O F z Cz7 CHAMBER O 0 >z w z I I - I I I STONE BASE J •' ' U O o u_ - _"' SAC F- i- z W � w I I 1 -- 41 " 34" � � �- e. z w� ( ) w wp OLLO UJ O wNOTES: I ® ® 1- PROVIDE 3 OUTLET DISTRIBUTION BOX INSTALLED ON LEVEL vJ 0 EL.56.98 _• . . .~ : .. 4.• ..•: . . .. :.,..'®• IEL.56.70 ' . . : : : .. STABLE BASE. 1- KleanTu LLC : •'. :: ..,:' KleanTu LLC 2. BLOCK ONE OUTLET, E-- 4"TANK BOTTOM TYP TANK BOTTOM 3. INSTALL FIRST 2 FEET OF OUTLET PIPES LEVEL. 12"CRUSHED AGGREGATE OR APPROVED 12"CRUSHED AGGREGATE OR APPROVED W 3"TANK WALL AT THICKNESS 4"114" MATERIAL;ON LEVEL,COMPACTED AND MATERIAL;ON LEVEL,COMPACTED AND 4. INSTALL SPEED LEVELERS(OR EQUAL)ON OUTLET PIPES. '^ Z BOTTOM (TYP) STABLE BASE STABLE BASE v J 120" TANK WALL THICKNESS AT BOTTOM(4") W PROPOSED H-10 DISTRIBUTION BOX DETAIL � TANK WALL THICKNESS AT TOP(3") NitROE 2KM SEPTIC TANK NitROE 2KS 2,000 GALLON WASTEWATER TREATMENT SYSTEM (WWTS) ACME PRECAST OR EQUIVALENT Z � a: Z EST-ASST15M-H10 < Q NOT TO SCALE N-ASST20M-H 10 NOT To SCALE J J U J NOT TO SCALE rf ry (n w W z <C U_ WASTEWATER NOTES W 0 0 N ° 16. THE CONTRACTOR SHALL PROVIDE A DEWATERING PROTOCOL PRIOR TO CONSTRUCTION M IN ACCORDANCE WITH CONSERVATION COMMISSION ORDER OF CONDITIONS. W _ 1, ELEVATION,PROPERTY LINE AND EXISTING CONDITIONS ON THIS PLAN ARE BASED ON A L1L/ vJUJ I ❑ SURVEY CONDUCTED BY THE HORSLEY WITTEN GROUP, INC.ON NOVEMBER 20,2020. 17. UNSUITABLE SOIL MUST BE REPLACED WITH TITLE 5 SAND AS SPECIFIED IN 310 CMR J 15.255(3). ANY ADDITIONAL AREAS THAT ARE FOUND TO HAVE UNSUITABLE MATERIAL Q M W 2• UNLESS OTHERWISE NOTED,ALL SYSTEM COMPONENTS AND CONSTRUCTION METHODS SHALL BE REPORTED TO THE ENGINEER. W PROJECT BENCH SHALL BE IN ACCORDANCE WITH THE STATE ENVIRONMENTAL CODE AND THE RULES AND REGULATIONS OF THE LOCAL BOARD OF HEALTH. 18. ALL SEPTIC COMPONENTS SHALL BE INSTALLED WITH MAGNETIC WARNING TAPE. (� cc CB/DH EL.= 61.87 N7$°05'25"E G LLI > 00.00 ° 3. THIS PLAN IS INTENDED TO ADEQUATELY PROVIDE THE INFORMATION NECESSARY TO 19. ALL SEPTIC TANKS SHALL BE APPLIED WITH 2 COATS OF DAMP PROOFING OR BITUMINOUS co V J UJ m LAYOUT AND CONSTRUCT THE PROPOSED SEWAGE DISPOSAL'SYSTEM REPRESENTED ON 7 MATERIAL. Z PROPOSE 1,500 GALLON SEPTIC TANK _D I AND SHOULD NOT BE US ED FOR ANY OTHER PURPOSES., TQ m � �/ �J EXISTING FAST TREATMENT INV. IN = 61.56 "�° ! 20. THE CONTRACTOR SHALL RESTORE ALL SURFACES EQUAL TO THEIR ORIGINAL CONDITION L.1_ Q m 1 O N T BE INV OUT-61.31 4. ANY CHANGES TO THIS PLAN MUST BE APPROVED BY THE ENGINEER AND/OR THE LOCAL AFTER CONSTRUCTION IS COMPLETE. AREAS NOT DISTURBED BY C(�NSTRUCTPN SHALL Z SYSTEM AND TANK O - I ❑ BOARD OF HEALTH(BOH)STAFF. BE LEFT NATURAL,THE CONTRACTOR SHALL TAKE CARE TO PREVENT DAMAGE TO M<M M REMOVED SHRUBS,TREES,OTHER LANDSCAPING AND/OR NATURAL FEATURES. WHEREAS THE W LJ.J N �/�` 5. PRIOR TO CONSTRUCTION,THE CONTRACTOR SHALL COORDINATE WITH THE PROPERTY PLANS DO NOT SHOW ALL LANDSCAPE FEATURES,EXISTING CONDITIONS MUST BE ^L 3 OWNER AND ENGINEER ON THE CONSTRUCTION SITE ACCESS AND MATERIAL STOCK PILE VERIFIED BY THE CONTRACTOR IN ADVANCE OF THE WORK. °f I/ AREAS. U) N as 64.40 ❑ 21, ALL UNPAVED AREAS DISTURBED BY THE WORK SHALL HAVE A MINIMUM OF 4-INCHES OF _ �'G( 6. TRENCH SAFETY SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR INCLUDING ANY LOAM INSTALLED AND BE SEEDED WITH GRASS SEED AS SHOWN ON THE PLAN AND/ORCl) m LOCAL AND/OR STATE PERMITS REQUIRED FOR THE TRENCH>� WORK. THIS WORK MAY BE DIRECTED BY THE ENGINEER. THE CONTRACTOR SHALL BE RESPONSIBLE FOR WATERINGEL I C ' r REQUIRED TO TAKE PLACE OUTSIDE OF NORMAL HOURS OF OPERATION FOR THE ANY LOAM AND SEEDED AREAS UNTIL LAWN GROWTH IS ESTABLISHED AND APPROVED BY s FACILITY.THE CONTRACTOR SHALL PLAN ACCORDINGLY. THE ENGINEER AND/OR OWNER. 64.50 ❑ d i. /� 10.1' /f 7. THE CONTRACTOR SHALL REPORT ANY DISCREPANCIES FOUND IN SITE CONDITIONS FROM 22. AN INNOVATIVE&ALTERNATIVE TREATMENT SYSTEM IS PROPOSED FOR THIS SITE. THE a? TANK `' O + THOSE SHOWN ON THE PLAN TO THE DESIGN ENGINEER. SYSTEM MUST BE INSTALLED AND MAINTAINED IN ACCORDANCE WITH THE DEPARTMENT R3 NITROE 2KS 2,000 GALLON TA �;` OF ENVIRONMENTAL PROTECTION(DEP)PROVISIONAL USE APPROVAL. (D INV. IN=61.29 4 SCH 40 P VC _; r 8. FAILING TO PROPERLY INSPECT OR PUMP THE SEPTIC TANKS AND TREATMENT SYSTEM INV. OUT=61.04 L=2.0, S=1.0�o jy O W o OR CHANGES TO EFFLUENT FLOW,GRADING,OR LANDSCAPING,EITHER ON-SITE OR CU •� z 6 - �� ADJACENT TO THE SITE,MAY RESULT IN IMPROPER FUNCTIONING OF THE SEPTIC AND WASTEWATER INSTALLATION INSPECTION NOTES N `n cO 64.50 r, U) �r N co LEACHING SYSTEM(S). V co e cy 1. THE CONTRACTOR SHALL PROVIDE A MINIMUM OF 24 HOURS ADVANCE NOTICE TO THE N o N - o ENGINEER AND LOCAL BOARD OF HEALTH FOR ANY INSPECTION. Q N ' 'An ° 9. CALL"DIGSAFE"AT LEAST 72 HOURS PRIOR TO COMMENCING CONSTRUCTION AT •,�V, INV. =60.68 (MATCH O ^ 1-888-DIG-SAFE AND ANY OTHER APPLICABLE AGENCIES TO FIELD VERIFY LOCATIONS OF LL ca O 65 2 o CL EXISTING) �4 s BARBERRY LANE ❑ 2. ALL WASTEWATER COMPONENTS SHALL BE INSPECTED BY THE ENGINEER AND THE LOCAL BOH a•-• c X aS ` EXISTING UTILITIES. REPRESENTATIVE PRIOR TO BACKFILLING. AT A MINIMUM THE FOLLOWING ITEMS SHALL BE 2 N X _ LEACHING FACILITY TO REMAIN 10.0' 5 O EXISTING LEAC STORY WOOD FRAM INSPECTED: a co 0 � V �" 10. THIS ON-SITE WASTEWATER TREATMENT SYSTEM IS NOT FOR USE WITH A P co O � O � � W 9 2.1. SYSTEM COMPONENTS BASE AND INSTALLATION PRIOR TO BACKFILL _ a• m U °o a O n- U = 3-500 GAL. LEACHING CHAMBERS WITH GARBAGE GRINDER. -"--'_ W o M °� ��i h. 1,,BED1�®®�DWELLO "- _2.2. LEAKAGE TEST ON SEPTIC TANK(MIN.24 HR} `j - 0 2-FT STONE �� R�POS r° 2.3. START UP TEST OF SYSTEM WITH ALL COMPONENTS INSTALLED AND FUNCTIONING AS - _ „ 6 .2 ED 2 BEDROOM 11. THE OWNER SHALL INSPECT AND PUMP THE SEPTIC TANK ONCE EVERY 2 YEARS. U W EXISTING LEACHING CAPACITY=234 GPD , 4 SCH 40 PVC DESIGNED o DESIGN �. 2.4. FINAL INSPECTION OF BACKFILLED SYSTEM REPLACE STONE IF NECESSARY L=16% S=1.0/0 12. PROVIDE WATERTIGHT SEALS BY USE OF NON-SHRINK GROUT/AT ALL POINTS WHERE (\I _ d T W O ' IN ; PIPES ENTER OR LEAVE ANY CONCRETE STRUCTURES. A //••�� 3. THE CONTRACTOR SHALL BE RESPONSIBLE TO MAINTAIN UP-TO-DATE AS-BUILT DRAWINGS AND NOTES r• ® O S. PROPOSED AIR PUMP �./� INDICATING THE HORIZONTAL AND VERTICAL LOCATION WITH TWO TIES OF ALL SYSTEM COMPONENTS INV. -60.69 �, ��\ ❑ 13. USE SCH.40 PVC PIPING WITH WATERTIGHT JOINTS UNLESS OTHERWISE NOTED ON PLAN. FINAL LOCATION TO BE INSTALLED. THESE AS-BUILT DRAWINGS AND NOTES WILL BE UTILIZED BY THE ENGINEER FOR THE (y ' ALL PIPE SHALL BE PLACED ON A COMPACTED FIRM BASE. MATCH EXISTING PREPARATION OF RECORD PLANS. -� ( ) FIELD DETERMINED ❑�_ N G c`� o _ _ ❑ 14° ALL STONE TO BE DOUBLE-WASHED AND FREE OF DIRT,DUST,AND FINES. _. 15. THE CONTRACTOR IS RESPONSIBLE FOR PROVIDING OPERATIONS AND MAINTENANCE �. -__ 4"SCH 40 PVC a I INFORMATION FOR THE SEPTIC SYSTEM TO THE ENGINEER IF NECESSARY. �,, EXISTING GAS ° '....��-.�."" V SERVICE (TYP.) }, L=7.5% S=2.1% OH kCL o s,-Tz� OHW �. ZONING & RESOURCE PROTECTION NOTES o L " EXISTING DISTRIBUTION BOX TO BE REMOVED 0 o 0 - Ce) CD 14 W "` ' INV. IN=60"82 1. PARCEL ID: 102/160 LOT AREA:0.21 AC a) coo LO N Y _ � 4 INV. OUT=60.65 N o C M i y 2. OWNER OF RECORD:WILLIAM C&CAROL A WESTO a Q < oo co °Ei EXISTING ATER "` .. �J 'o >+ co - o m > 3. ADDRESS: 36 BARBERRY LANE,MARSTONS MILLS L W a3 '✓ o Z � � SERVICEA TYP.) w a �, ' j a�i L o c v z 4. THE LOCUS IS IN LOCATED IN FLOOD ZONE X(AS SHOWN ON F'.I.R.M.MAP 25001 C0542J DATED JULY 16,2014). = O CDm _ ca Co 4" SCH 40 PVC Z rn w a U- o " L=2', S=1.0% 5. THE SITE IS LOCATED IN A WELLHEAD PROTECTION DISTRICT. Registration: 00 X S ING OVERHEAD 8 :h to _ � ,_� EL T IC TELEPHONE . u► PROPOSED 3-OUTLET , . DISTRIBUTION ` �r .a CABLE SERVICE " `'' BOX I INV. IN = 61.02 o INV OUT=60.85 ba N78° , " 6_ ___ 05,25 00' s `� F N w _. IM O.p O G W 00 o Y GRAPHIC SCALE �/ G� � Pro Number: Sheet:l/ 1 h et: \ \ N •'" 1 10 0 5 10 20 40 --_ 20112 1 of 1 G OH W 0H W Sheet Number: - -- 0 o OH W (in feet) 1 INCH = 10 FEET WW - 1 cc , ° /' / O ✓ ----------- ----- - --- --- _ 75.8' SYSTEM PROFILE TEST HOLE LOGS AT TOP FNDN. EL NOT TO SCALE) CCESS COVER TO WITHIN 6" OF FIN. GRADE PROVIDE INSPECTION PORT WITHIN LOCUS ACCESS COVER (WATERTIGHT) TO 6" OF FINISH GRADE ENGINEER; RICK JUDO, RS ; i 44; MINIMUM .75' OF COVER OVER PRECAST FINISH GRADE 2% SLOPE REQUIRED OVER SYSTEM 72.0 WITNESS: DAVE STANTON LAKESIDE OR RUN PIPE LEVEL 2" DOUBLE WASHED EA ONE\ DATE: 12/1 1/03 / 72 5' FOR FIRST 2' < 2 MIN/INCH PROPOSED 150 3 MAX. PERC. RATE _ GALLON SEPTIC ! 69.0' 10640 CLASS SOILS P# TANK (H- _ 10 ) GAS/EAS 68.25' BAFFLE 68.42' o 0 0 0 0 o a o l� W Z 0 T } Z 68.17' OCJOC7 OCJCI (_� W w of o f a MIN ( 2 % SLOPE) �6" CRUSHED STONE OR MECHANICAL I� COMPACTION. (15.221 [21) `oo�$ 2' 0 0 0 `� 0 66.17' ] ELEV. Q 3 m w DEPTH OF FLOW = 4' 0 70.2' 0" 71 .5' m = ` N ( 1 % SLOPE) ( 1 % SLOPE) 3/4" TO 1 1/2" DOUBLE WASHED STONE TEE SIZES: INLET DEPTH = 10" 0 0 LAKESIDE DR. OUTLET DEPTH = 14' 4' 4 LOCATION MAP NTS i A A FOUNDATION- 11 ' ST 10' D' BOX 10' LEACHING LS 3/4 10YR 3/4 LS ASSESSORS MAP 102 PARCEL 160 10YR FACILITY 7.97 1 1 " 11 ZONING DISTRICT: RF 5,_8pBLOWER UNIT WITH HOOD B B YARD SETBACKS: A SEE NOTE N VERS TO GRADLS LS FRONT = 30' 1 i ' VENT P 1OYR 5/2 1OYR 5/2 SIDE = 15' r - - - -- -I SEE NOTE 2 �E FAST 29" 67.8' 30" 69.0' , 20' CLEANOUT COVER ® REAR = 15 RISERS 58.2'X 6' C AN T V R ' ClC1 PERC ® ClC1 PLAN REF. P P N I I I I I I I FSL 55" V FSL FLOOD ZONE: C F 7 �HOREY EPTIC TANK C MAN. INC. ,: 2.5Y 6/4 2.5Y 6/4 R EQUAL ,,,. I �, ' o I -I I NSFCH R MOHPVC (TYP.> 3, 63„ 82 OU OUTLET ABOVE '43H TR AT C2 C2 - I FA T ❑UTL T MS M o S NOTES a 1. BLOWER MUST B�WITHIN 2.5Y 6/3 2.5Y 6/3 60 FEET OF FA UNIT 500 GAL. (11 1000 GAL. - --j ( 2. RUN VENT TO DESIRED i 1 44" 58.2' 1 32" 60.5' LOCATION AND COVER NO WATER ENCOUNTERED NOTES: ❑PENING WITH INSECT SCREEN. A 3. FOLLOW FASP SPECIFICA 38' 76' ASSUMED PLAN VIEW F ^f-� S TO TANK VIEW A-A SEPTIC DESIGN: (GARBAGE DISPOSER IS NOT ALLOWED ) 1 . DATUM IS I DESIGN FLOW: _1__ BEDROOM ( 110�PD) _ 114GPD 2. MUNICIPAL WATER IS AVAILABLE (NOT TO SCALE) USE A 110 GPD DESIGN FLOW 3. MINIMUM PIPE PITCH TO BE 1/8" r'ER FOOT. SEPTIC TANK: 110 GPD (2) = 220 4. DESIGN LOADING FOR ALL PRECAST UNITS TO BE AASHO H- 10 IF RESERVE EVER UTILIZED, MUST BE H-20 5. PIPE JOINTS TO BE MADE WATERTIGHT. v + 77.8 COMPONENTS AND VENTED 1500 7 + 76.6 \ USE A GALLON SEPTIC TANK 6. CONSTRUCTION DETAILS TO BE IN ACCORDANCE WITH MASS. LEACHING: ENVIRONMENTAL CODE TITLE V. J �6 �� 2(30.5 + 8.83) 2 (.60) = 91 7. THIS PLAN IS FOR PROPOSED SEPTIC SYSTEM ONLY AND IS NOT �i 100,00, + 76.1 SIDES: TO BE USED FOR ANY OTHER PURPOSE. N + 77,3 6 i BOTTOM: 30.5 x 8.83 (.60) = 143 8. PIPE FOR SEPTIC SYSTEM TO SCH. 40-4" PVC. j LOT 156 \ TOTAL: 317 S.F, 234 GPD 9. COMPONENTS NOT TO BE BACKFILLED OR CONCEALED WITHOUT ,500t SQ. FT. USE (3) 500 GAL. LEACHING CHAMBERS WITH 2' STONE INSPECTION BY BOARD OF HEALTH AND PERMISSION OBTAINED ----- - J J FROM BOARD OF HEALTH. 72.5 GLT - M - - ` i _ AT SIDES AND 2.5' AT ENDS 7 .6 3.2 > J + 74. �s J J PROP. DRIVEWAY 6 , J _N + 75.1 BENCH MARK - TOP OF �•, `�'` - -- _ _ _ CONC. BND. EL. = 72.5 I J - o LEGEND TITLE` 5 SITE PLAN 1o.s 28.6' 0 100.0 PROPOSED SPOT ELEVATION OF I p PROP. Un �s 36 BARBERRY LANE DWELL. + 74,9 Q' `n TF = + 75.2 100x0 EXISTING SPOT ELEVATION 7 IN THE TOWN OF: 7 .2 758' 11001 PROPOSED CONTOUR MAR STO N S MILLS BARN STABLE 100 EXISTING CONTOUR PREPARED FOR: JONATHAN BLAKE \ � 0 74 �\ + 73.3 20 0 20 40 60 73 69 �' TH2 BOARD OF HEALTH N 72,7 71 APPROVED DATE MA SCALE: 1 " = 20' DATE: DECEMBER 23, 2003 70 71.4 6 REV 3/17/04 (NO DECK) 6.6-� \ 0 100.00' _ 9 off 5(08-3 6 - -�i- 81 fox 508 3 262-98 0 8 - � H OF/4�SSgc OF 1,%' moo`' ARNIE H down cape engineering, Inc, o OJALA ARN yGN CIVIL H. No. 30792 A CIVIL ENGiINEERS 46 LAND SURVEYORS D ENG� � Fss� P � giyO .10 �/ 6 SURV� 03-337 939 main st, yarrnouth, rya 02675 siorrAL 7/E r ARNE H. OJAL . ., P.L.S. DATE I L I I � 1 i i I i f i 1 i j f 3 J Prop found.}°on 8• I : for"!i•i.°Li IsuOtttaAd , I _ �• 1 mud�ill Anahor� I .� • v f 'from oornsra/ i'o.a.t: fi-ypJ t J i --_----•.---------------------_- ---------..-. 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