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HomeMy WebLinkAbout0617 MAIN STREET (OST.) - Health n; a[ 617 Main Street Osterville P ®�A 141 104 ^ ti .. ti. a r l t { , 1 y a y{{ No. r FeedV o THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: PUBLIC HEALTH DIVISION -TOWN OF BARNSTABLE, MASSACHUSETTS 21pplitation for Misposal *pstem Construction Permit Application for a Permit to Construct(\ Repair( ) Upgrade( ) Abandon( ) Complete System ❑Individual Components Location Address or Lot No. iI Mai o /Q j ('vj i(e O er' Name,Address,and Tel.No. SSemb 4 Q�,111� UC C n 3o i I'&n 7 �f Assessor's Map/Parcel 0 Installer's Name,Address,and el.N .' Qh2 f�- j Our r Designer's Name Address, nd Tel.No.C10aSkj jogej-►'/l�l Q•o�C. Aq r � S . vl , _ 6(_0unfoj)b f o)hw Type of Building: 2 3 Dwelling No.of Bedrooms J Lot Size Le sq.ft. Garbage Grinder( ) Other Type of Building b'll�e.�,(I�� No.of Persons Showers( ) Cafeteria( ) Other Fixtures Qy Design Flow(min.required) 5�`] gpd Design flow provided ( gpd Plan Date Number of sheets Revision Date Q Title Plan* lli ' Size of Septic Tank 6 Type of S.A.S. Description of Soil j m Sck eC o n A M ,n. I "T Nature of Repairs or Alterations(Answer when applicable) Date last inspected: Agreement: The undersigned agrees to ensure the construction and maintenance of the afore described on-site sewage disposal system in accordance with the provisions of Title 5 of the Env' nine tal Code and not to place the system in operation until a Certificate of Compliance has been issued by this Boar VHe Signe , Date Application Approved by Date 1 i` Application Disapproved by Date for the following reasons Permit No. Date Issued t r t , y f + I �No. ,�D- .� T" Fee C � THE COMMONWEALTH OF,MASSACHUSETTS Entered in computer: Yes iyJ PUBLIC HEALTH DIVISION -TOWN OF BARNSTABLE, MASSACHUSETTS 1" it cg �y9 2pplitatlon for.Mlsposal 6pstem Construction Perm YOV,� Application for a Permit to Construct(V Repair( ) ,Upgrade( ) Abandon( ) 5/complete System ❑Individual Components } Location Address or Lot No.to I`� Mo l n S4.j e r V1 I e C�O^er'�Nnme,ddar-ss,and Tel.No. Assessor's Map/Parcel !411 ' — L� IQ Lu C.I ^ Installer's Name,Address;and el.N 'Kobe r-� 6.Our Designer's fame,Address,and Tel.No.Coaf-sC7-a 1 _'J wp(-t�� B,�ThC, �! rea s yi (P PG a N-;ghu► J J +� Type of Building: I i Dwelling No.of Bedrooms J C Lot Size I LP 3 sq.ft. Garbage Grinder( ) Other Type of Building hot I I I>�� No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.required 5 gpd Design flow provided r gpd Plan Date Number of sheets o� Revision Date (� A Title 1'I Q ) M to J Size of Septic Tank Type of S.A.S. (' Description of Soil Vj t l m Sando K f S . r Nature of Repairs or Alterations(Answer when applicable) I Date last inspected: Agreement: The undersigned agrees to ensure the construction and maintenance of the afore described on-site sewage disposal system in accordance with the provisions of Title 5 of the Env nine tal Code and not to place the system in operation until a Certificate of �� Compliance has beery issued-by this Board f He Sign e g- Date . Application Approved by 9 ;� Date Application Disapproved by ! Date r i for the following reasons Permit No.7��_� �„ Date Issued ��n 1 Cl 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 `,: u �� C) LL(Z- at rCa,.,"� s`� 3_,e,,rcj, has been constructed in accordance with the provisions of Title 5 and the for Disposal System Construction Permit No. dated Installer Designer U S i #bedrooms Approved design flow � , gpd The issuance of this permit Jsh 11`-n�ottbbe c nstrued as a guarantee that the syst wt - n Crb) ed. _ Date ( p: /�Y Inspector --------------------------------------------------------------------------------------------------------------------------------------- No, Fee _ THE COMMONWEALTH OF MASSACHUSETTS i PUBLIC HEALTH DIVISION -BARNSTABLE,MASSACHUNETIOM 10 Mi Mieposal 6pstem Construction Permit Permission is hereby granted to Construct(��`) Repair( ) Upgrade( ) Abandon i System located at �g / `� /�Cli�1fi L �f {��i x-- L6: , d i 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. �M1� 4 Provided:Cos ction must be completed within three years of the date of this perm' . i Date 1 Approved by Town of Barnstable Inspectional Services $ Public Health Division Thomas McKean,Director A16D AAA A 200 Main Street,Hyannis,MA 02601 Office: 508-8624644 Fax: 508*790-6304 Installer&Designer Certification Form Date: 07-09-2020 Sewage Permit# 2019-116 Assessor's Map\Parce11411104-001 ' Designer.,Sean M,Riley,Coastal Engineering Co,Inc. Installer: Robert B.Our Co. Address: 260 Cranberry Hgihway, Address 24 Great Western Road Orleans,MA 02653 Harwich,MA 02645 On 4-1-2019 RobertB.Our Co. was issued a permit to install a (date) (installer) septic system at 617 Main Street,Osteryille based on a design drawn by (address) Sean M.Riley,Coastal Engineering Co.,Inc.dated Rev 4/1/2020 (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 in compliance with the terms of the RA approval letters(if a livable) cy S N �s (Installer's Signature) 4e�is P° C'$srEa�Oa4� A ss�ONAL (Designer's Signature) (Affix Designer's Stamp Here) PLEASE RETURN TO BARNSTABLE PUBLIC HEALTH DIVISION. CERTIFICATE` OF COMPLIANCE WILL NOT BE ISSUED UNTIL BOTH THIS FORM AND AS- BUILT CARD ARE RECEIVED BY THE BARNSTABLE PUBLIC HEALTH DIVISION. THANK YOU. . %Uo&WepbVfFALTMSEWFR eonnectlS.MODosiger Cenifladon Fom Rev&14-13.DOC r COASTAL engineering co. July 9, 2020 C18614.00 Board of Health Attn:Thomas McKean, Health Director 200 Main Street Hyannis, MA 02601 Re. Board of Health—Disposal System Construction Permit[lose Out Proposed Sewage Disposal System Assembly Required LLC 617 Main Street Osterville, MA Parcel ID:141-104-001 Dear Board Members: Coastal Engineering inspected the sewage disposal system installation at the above referenced property prior to being backfilled.Our inspection found the system to be installed in substantial compliance with the approved plan with respect to overall dimensions and elevations. Please note that at the time of our inspections final grading had not yet been completed. The installer must grade properly to have a maximum of three feet of cover over the sewage disposal system. If you have any questions,please do not hesitate to contact me directly at(508)255-65U extension x485. Very truly yours, COASTAL ENGINEERING CO., INC. Sean M.Riley SMR/cad Enclosures cc: Assembly Required LLC Sarah Turano-Flores Matt Kaufman, KVC Builders Orleans I Sandwich ( Nantucket COASTAL engineering co. July 9, 2020 C18614.00 Board of Health Attn: Thomas McKean, Health Director 200 Main Street Hyannis, MA 02601 Re: Board of Health—Disposal System Construction Permit Close Out Perc-Rite Drip Dispersal Installation Certification 617 Main Street Osterville, MA Parcel ID: 141-104-001 Permit#2019-116 Dear Mr. McKean: This letter is to inform you that a Perc-Rite Drip Dispersal System has been installed according to the approved design plan and MassDEP approval at the above referenced address. A Perc-Rite technician was on-site during the installation and performed a clearwater system start-up on Thursday,July 9, 2020. The system was designed by Coastal Engineering Co., Inc., installed by Robert B. Our Company and an 0 6 M contract is with Coastal Engineering Co., Inc.Technical Services Division. Please feel free to contact me with any questions. Very truly yours, COASTAL ENGINEERING CO., INC. Chad A. Simmons Technical Services Division Manager cc: Assembly Required LLC Sarah Turano-Flores Matt Kaufman,KVC Builders Robert B.Our Co. Sean M. Riley, Project Manager Orleans I Sandwich I Nantucket Q0 MUM= P I Al IF:, Notice of Alternative Sewage Disposal System M.G.L. c. 21 A, § 13 and 310 CMR 15.0287(10) (This Notice to be recorded and/or filed for registration in the chain of title of the Property served by an Alternative Sewage Disposal System ("Alternative System").1 NAME(S)OF OWNER OF PROPERTY SERVED BY ALTERNATIVE SYSTEM: Assembly Required LLC,a Delaware limited liability company,with a mailing address of c/o Nancy B. SamiIjan, 400 Atlantic Avenue,Boston, MA 02110, and C/o Duly Authorized Agent Mary Plum, of Paul McCoy Family Office Services 31, St.James Avenue; Suite 740, Boston MA 02116. ADDRESS OF PROPERTY SERVED BY ALTERNATIVE SYSTEM: 617 Main Street,Osterville, Massachusetts TITLE REFERENCE FOR PROPERTY SERVED BY ALTERNATIVE SYSTEM Icheck and complete each that applies]: Deed recorded with the BARNS TABLE REGISTRY in Book 30724 Page 97 Certificate of Title No. issued by the Land Registration Office of the Barnstable Registry District Source of title other than by deed lif Alternative System Owner(s)is other than Property Owner(s),complete the following:1 Alternative System Owner Name: Assembly Required LLC Alternative System Owner Address: c/o Nancy B. Samiljan, 400 Atlantic Avenue, Boston, MA 02110,and c/o Duly Authorized Agent Mary Plunn,.of Paul McCoy Family Office Services 31 St. James Avenue; Suite 740, Boston MA 021.16. WHEREAS, Section 15.280 of Title 5 of the State Environmental Code ("Approval of Alternative Systems"), provides for the Massachusetts Department of Environmental Protection (the "Department")to approve or certify, as appropriate, all proposals to construct, upgrade or replace on-site sewage disposal systems using alternative systems; WHEREAS, owners and/or operators of approved or certified alternative systems are subject to general conditions, as specified in Section 15.287 of Title 5 of the State Environmental Code, 310 CMR 15.287, and may be subject to special conditions, as specified in the Department's approvals or certifications; such general and special conditions potentially including, without limitation, requirements relating to the use of trained operators, periodic inspections, maintenance, sampling, reporting and/or recordkeeping; WHEREAS, Section 15.287(10) of Title 5 of the State Environmental Code, 310 CMR 15.287(10), requires that"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 and/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 [;]" and WHEREAS, the Property is served by an alternative sewage disposal system. Page 1 of 3 , NOW, THEREFORE,Notice of an alternative sewage disposal system is hereby given for the above-referenced Property, as follows: 1. Existence. An alternative system has been installed as a new or upgraded alternative sewage ` disposal system, on or adjacent to the Property, and serves the Property. The trade name and �> P Y � JP Y� model number(s) of the alternative system are as follows: Trade name of technology: Pere-Rite Drip Dispersal System Manufacturer Name: American Manufacturing Company Model number(s): ASD 15 2. Approval/Certification. On 11/23/16, the Department, pursuant to its authority under the section of Title 5 as specified below, approved or certified the technology used in the above- referenced alternative system, under MassDEP Transmittal Number X250379. [Check one of the following,as applicable:] Approved for remedial use under 310 CMR 15.284 Approved for piloting under 310 CMR 15.285 _Provisionally approved under 310 CMR 15.286 Certified for general use under 310 CMR 15.288 A copy of the Department's Approval/Certification is available from the Department in person or on-line at the Department's website: http://www.mass.gov/dep . REMAINDER OF PAGE INTENTIONALLY LEFT BLANK r Page 2 of 3 } r Pd WITNESS the execution hereof under seal this k1 day of March, 2019, made by the above- named Alternative System Owner(s). Assembly Required L LC c/o Mary Plasm Duly Authorized Agent Paul McCoy Family Office Services 31. St. names Avenue; Suite 40 Boston MA 02116 COMMONWEALTH OF MASSACHUSETTS ss On this 19 A day of March, 2019, before me, the undersigned notary public, personally appeared Mary Plum, proved to me through satisfactory evidence of identification,which were . , to be the person whose name is signed on the preceding or attached documdrit, and acknowledged to me that she signed it voluntarily for its stated purpose. (official signature and seal of notary) 4441505.1 PATRICIA CW1AK Notary OiAilo,.. ' COMMONIA4AITH OF MASSACIq►$M$ My Commission Expi►os .ut. SeptO.mbor 30, 242, aw ssa�ev. Page 3 of 3 'lAld t,�3e, i.l. =i'k bi f l' V OF DE ED Ohn Fe Meade, Register ASSEMBLY REQUIRED LLC c/o Mary Plum Paul McCoy Family Office Services 31 St.fames Avenue; Suite 740 Boston MA 02116 March 18, 2019 By Electronic& 111 Class Mail Thomas McKean, Director Health Department Town of Barnstable 267 Main Street Hyannis, Massachusetts 02601 Re 617 Main Street, Osterville, Massachusetts; PERC-RITE Drip Dispersal System Owner Certification Dear Mr. McKean:. Pursuant to the Vote of the Barnstable Board of Health at its meeting on February 28, 2019, and pursuant to Section 11, Design and Installation Requirements, Paragraph 24(c) of the Massachusetts Department of Environmental Protection's Certification,for General Use of the PERC-RITE Drip Dispersal System, issued on March 15, 2007,revised November 23, 2016 ("Approval"), as Duly Authorized Agent of the Owner of Record of the above-referenced property, I hereby certify that the Owner: i) has been provided a copy of the Approval, the Owner's Manual, and the Operation and Maintenance Manual for the above-referenced System, all of which are attached hereto as Exhibits A, B, and C, respectively, and the Owner agrees to comply with all terms and conditions contained therein; ii) has been informed of all the Owner's estimated costs associated with the. operation, including, when applicable: power, consumption, maintenance, recordkeeping, reporting,and equipment replacement; iii) understands the requirement for a service contract; As Owner of Record,the Owner intends to ensure compliance by hiring duly qualified design engineers, installers and operators who will be retained for the specific purpose of ensuring compliance with these provisions. I r 1 Mr. Thomas McKean February 28, 2019 Page 2 iv) agrees to fulfill its responsibilities to record a Deed Notice as required by the Approval and 310 CMR 15.287(10)2; v) agrees to fulfill its responsibilities to provide written notification of the Approval to any new Owner, as required by 310 CMR 15.287(5)'; vi) understands that garbage grinders may only be installed if the design plan has been sized to include a grinder; vii) understands that,whether or not covered by a warranty, the Owner must repair, replace, modify or take any other action as required by the Department of Environmental Protection or the local Approving Authority, if the Department or the local Approving Authority determines the System to be failing to protect public health and safety and the environment, as defined in 310 CMR 15.303. " Very truly yours, Mary Plum Duly Authorized Agent Assembly Required LLC cc: Mr. David Stanton, Barnstable Health Inspector 4441504.1 2 310 CMR 15.287(10)states:"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 systein and the Department's approval of the system. The system owner shall also provide evidence of such recording to the local Approving Authority." 3 310 CMR 15.287(5)states:"Prior to the transfer of any ownership interest in an alternative system,or of any right or responsibility to operate an alternative system,the owner or operator shall provide written notice to the proposed 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. In addition,the owner shall include either a copy in full or a reference to the notice of the alternative system described in 310 CMR 15.287(10), and the recording information for that notice, in the instrument of transfer of any such ownership interest.In the event of the transfer of any such right or responsibility without a transfer of ownership interest,the owner or operator shall include a copy in full or a reference to the notice of the alternative system described in 310 CMR 15.287(10),and the recording information for that notice, in the agreement transferring such right or responsibility." z T 'Town. o Barnstable �� � � ���°� Board of Health :* tA,liN$IABLL. KASS. 200 Main Street, Hyannis MA 02601. s6sg. �0 olTito: 508-862-4644. Paul C>annitf D`M.D. TAX: .508-7907004 Donald A.Guadagnoli MR John T.Norman F.P:(rhomas)Lee,Alternate February 28, 2019 Sean Riley.; P.E. Coastal Engineering. Co. 260 Cranberry Highway Orleans, MA 02653 400A41 101stMA"R , , u .. ..Dear Mr Riley, _ You are granted permission on behalf of your client, Assembly Required LLC, to construct an onsite sewage disposal system with pressure distributed Pere-Rite drip dispersal at 617 Main Street Osterville, Massachusetts. The septic system and pressure distributed drip subsurface wastewater drip dispersal system shall. be designedand installed with the following conditions: (1) Pressure testing and/or double sieeving is required wherever the waterline crosses a sewer lime. The engineer shall ensure this requirement'is fulfilled by including proper notations of such on the engineered plans. (2) The system shall be installed in strict accordance with the revised engineered plans. (3) The designing engineer shall supervise the construction of the onsite sewage.disposal system and shall certify in writing to the Board of Health that the system was installed in substantial compliance with the revised plans. (4) The designer and installer shall strictly adhere to Section II and Section III, on pages 2 through 9 of the approval letter for the PERC-RITE Drip Dispersal System issued. by the .Department of Environmenta Protection (DEP)-entitled `:Certification for General;Use' dated November 23, 2016. (5) The system owner and service contractor shall strictly adhere to Section IV on pages 9 through 12 of the approval letter for the PERC= Q:\WPFILES\IA.Approval Riley-GOaStal 617 Main St Ost Feb20l9.docx RITE Drip Dispersal System issued by the Department; of Environmental Protection (DEP) entitled 'Certification for General Use' dated November 23, 2016. (6) The company shall strictly adhere to Section V on pages 12 through 15 of the approval letter for the PERC-RITE Drip Dispersal System issued by ,the Department of Environmental Protection (DEP) entitled 'Certification for General Use' dated November 23, 2016, (7) An I/A deed notice shall be recorded at the Registry of Deeds, (8) The applicant shall provide the Health Division a copy of the certification, signed the Owner of record for the property served by this Technology, as required by 24C on page 6 of 15, within the Department of Environmental Protection (DEP) entitled 'Certification for General Use' dated November 23, 2016. This permissioh. is granted because the proposed plan appears to meet all of the -of-th "State"Envir"onmental"Code"and local- provlsronsti Ff9".,`7h' are no variances required to construct the proposed system incorporating pressure distribution and drip dispersal technology. Sincerely yours, 4A Nu.1 . a n n iff 11�. Chairman Q:\WPFlLES\lA Approval Riley-Co-astal 61-7 Main St Ost Feb2019.docx j 260 Cranberry Highway AUTHORIZATION FOR = - Orleans,MA 026S3 S08:255.6511 P 508,255.6700E TECHNIC AL COASTAL Orleans i Sandwich I Nantucket engineering co. coastalengineeringcompany.com SERVICES TECHNICAL SERVICES To: Assembly Required LLC Date: 03/18/2019 Proposal No. WBA031819.20 c/o Duly Authorized Agent Mary Plum Project: Perc-Rite Drip Disposal Operation 6 Paul McCoy Family Office Services Maintenance 31 St.James Avenue; Suite 740 Boston MA 02116 T: 508-790-5477 Location: 617 Main Street Osterville, MA Coastal Engineering Company, Inc. (CEC) will perform the Assessor's Map: 141, Parcel: 104-001 following professional services relating to the referenced Fixed Fee: See Attachment 2 project. Contract Duration: 2.Years SCOPE OF SERVICES: Coastal Engineering Co,, Inc. (CEC)will perform the services outlined in Attachment 1 regarding the Operation and Maintenance of the Perc-Rite Drip Disposal System at 617 Main Street, Osterville, MA. CAS/mmw SUBJECT TO TERMS AND CONDITIONS ON REVERSE SIDE AUTHORIZED FOR COASTAL ENGINEERING: we are proceeding with service(s) noted as per your By: .- direction. Immediate notification in writing is required if you wish to alter this authorization. J &/ Chad A. Simmons, . WTPO Z Please execute this agreement authorizing us to Project Manager proceed. No services will be performed until you March 18, 2019 return,this agreement with authorization in writing. AUTHORIZED BY CLIENT: Z This document will become our original agreement. - 14�I t� Acceptance of this agreement by signature authorizes Signature Date COASTAL ENGINEERING to proceed.as described. This ( proposal expires in 90 days if not signed by both parties. ' C \..t `°:�� r✓1� j Printed Name and Title PLEASE SIGN AND RETURN ONE COPY DA FORMS\CURRENT Forms\ATS Technical Services\ATS Perc-Rite Orip.dac: STANDARD CONDITIONS FOR ENGAGEMENT COASTAL TECHNICAL SERVICE CONTRACT x _.•r-1 � engineering co. FIXED FEE PROPOSAL January 1,2019 COMPENSATION FOR SERVICE CONTRACT: Coastal Engineering Co., Inc. (CEC) and exclusive property of CEC,as instruments of service.The CLIENT may,at bases its compensation for services on this project on the fee given for the his/her expense, obtain record prints of drawings, in consideration.of which project. CLIENTs are advised that Additional Services requested beyond the the CLIENT will use them solely in connection with the above described Scope covered by the fee proposal or change orders attached thereto will be project and not for the purpose of making subsequent extensions or based upon the time input according to our current hourly fee rate schedule. enlargements thereto. All photographic documentation shall remain the Fee proposals for services are prepared to the best of our ability based on property of CEC and may be used in marketing materials (electronic and facts available at the time of submission. print) unless otherwise specified by CLIENT. The CLIENT hereby consents to CEC's use of the CLIENT's name and general project description in marketing TRANSPORTATION:Time and travel expenses incurred, when travel is in the materials(electronic and print)unless otherwise specified by CLIENT, Interest of the project, will be charged for in accordance with our fee schedule. USE OF DOCUMENTS: Services performed and documents prepared by CEC under this agreement shall be for the benefit of CLIENT only and may not be SUBCONTRACT SERVICES: CEC may engage subcontractors and/or other relied upon by any third party(ies)unless specifically agreed to in advance by professionals to perform required services such as soil borings, drilling, CEC and CLIENT. construction, etc.That subcontractor's charge plus a service charge will be added to our fee. USE OF STAKES: CLIENT, CLIENT's contractor, or any third party may not use stakes or other markers set at the site by CEC before obtaining verification REIMBURSABLE EXPENSES: Reimbursable expenses will be billed at our cost from CEC that the stakes or other markers were set for the intended purpose plus a service charge.Examples of reimbursable expenses ordinarily charged and are in place to the accuracy appropriate for the intended use. are replacement equipment,plumbing and hardware supplies, and chemical supplements for process control. ELECTRONIC FILES:Electronic files are transmitted for informational purposes only and at the request of the CLIENT or CLIENT's agent.CEC's official product PAYMENT:Invoices will be rendered monthly or as work progresses.Invoices is limited to its signed and sealed hard copy of plans,specifications, and/or are due and payable upon receipt. Amounts over 30 days past due are studies. The CLIENT agrees to.hold CEC harmless for any damages from subject to a service charge of 1.5% per month (18% annually). The CLIENT inappropriate or illegal uses by others from any electronic transfer of agrees to pay reasonable attorney's fees and any collection fees incurred in information that was requested by the CLIENT or CLIENT's agent, the collection of any amount owed hereunder and not paid when due. INDEMNIFICATION AND LIMITATION OF LIABILITY: CEC agrees to indemnify CHANGE OF SCOPE: if, during the performance of services under this and hold CLIENT harmless against damages and liability resulting from the Agreement, there is a change in the Scope of Services requested on the negligent acts, errors, or omissions of CEC.The CLIENT agrees-to limit GEC's basis of an oral or written order by the CLIENT, or as required by liability, resulting from errors and/or omissions in services furnished to the circumstances to address contingencies, or to revise plans upon the request CLIENT directly by CEC to an amount not to exceed our fee. The CLIENT of the CLIENT, CEC will perform these services in accordance with our fee agrees to require.a like limitation from any contractor engaged to perform schedule, CEC reserves the right, at our discretion,to issue a Change Order work for which we have provided reports, plans, and/or specifications. The to this Agreement. However, a Change Order is not required prior to CLIENT shall further indemnify and hold CEC harmless from any liability rendering such services and the CLIENT agrees to pay for such additional resulting from the acts, errors, or omissions of the CLIENT or CLIENT's services. agents, contractors,or assigns.Such indemnification shall include the cost of SUSPENSION OF SERVICES: If the CLIENT fails to make payment of invoices defense arising in any way with claims connected with any such liability when due,CEC may suspend performance of services under this Agreement, excepting only such liability as may arise out of CEC's sole negligence in In the event of a suspension of services, CEC shall have no liability to the performance of services. CLIENT agrees that any and all damages.arising CLIENT for delay or damage caused by such suspension of services. from negligent act, error, or omission shall be made against CEC directly and shall not be made personally against any of its directors,officers,agents,or TERMINATION PROVISION:This Agreement may be terminated by either party employees. upon five (5) days written notice in the event of failure of performance of terms and conditions of this Agreement by the other party through no fault of CONSEQUENTIAL DAMAGES: Notwithstanding any other provision hereof,CEC the terminating party. CEC shall be compensated for services performed up shall not be liable to the CLIENT for any incidental,indirect,or consequential to the time of termination, damages arising out of or connected in any way to the services rendered hereunder, including, but not limited to, loss of use, loss of profit, loss of INSURANCE:CEC is covered:by Worker's Compensation Insurance and Public business,loss of income,or loss of reputation. and Professional Liability Insurance. We will furnish certification upon request. NO WARRANTIES: CEC makes no warranties, express or otherwise, in connection with CEC's services except for those which may be specifically RIGHT OF ENTRY: Unless otherwise agreed, the CLIENT furnishes right-of- stated in the Operation and Maintenance Scope of Services. entry on the land for CEC to make measurements, soil tests, or other required explorations. CEC will take reasonable precautions to minimize damage to the land from the use of equipment, but we have not included in our fee the cost of restoration from damage that may result from our operations,if we are required to restore the land to its former conditions,the cost of doing so will be added to our fee. OWNERSHIP OF DOCUMENTS: All documents, including original drawings, estimates, specifications,field notes, and data, are and shall remain the sole I Assembly Required LLC March 16,2019. ATTACHMENT 1 OPERATION AND MAINTENANCE SCOPE OF SERVICES The following is a summary of the scope of services to be provided by Coastal Engineering Co.,Inc.,Technical Services Division for the benefit of the Perc-Rite Disposal System owner: The treatment system shall be operated by a Certified Wastewater Plant Operator in accordance with the requirements of 257 CMR 2.00 and the Board of Certification of Operators of Wastewater Treatment Plants.The treatment system shall also be operated in accordance with the conditions established by the Massachusetts Department of Environmental Protection (DEP) under 310 CMR 15.000 Title 5 of the Massachusetts Environmental Code for the permitted use and with the local Board of Health. EQUIPMENT MAINTENANCE 1. Within design capacity and capability of the equipment,maintain the Perc-Rite System for the benefit of the Client. Z. Certify and document all maintenance for the System's Maintenance reports will be provided on an annual basis or by request of the Client. 3. Certify and document all repairs to the equipment. 4. Perform other services that are incidental to the services specified here including facilitating emergency repairs in the most expeditious and cost effective manner at an additional cost as requested by Client. S. Pump maintenance to be performed in accordance with manufacturer's specifications by subcontractor and invoiced by them directly to the client. PERE-RITE`DRIP DISPOSAL SYSTEM MAINTENANCE In accordance with the Perc-Rite Drip Disposal System operation and maintenance (06M) requirements, conduct 0&M inspections using the Perc-Rite technology checklist to document the findings of each inspection. Perc-Rite inspections to include: 1. Standard maintenance as follows: a. inspect the disposal field for visible wet spots b. Check the control panel for proper operation c. Check the liquid level of the pump chamber to confirm proper switch operation d. Check the pump and valves for proper zone operation e. Examine the hydraulic unit • Clean filters as needed • Check all hydraulic components for leaks • Determine and record flow f. Check the zone dosing rates g. Examine tanks and pumps and clean effluent screens,filters and floats, as needed 2. Maintenance frequency: Conduct semi-annual operation and maintenance services to perform standard Perc-Rite system maintenance. REPORTING: Prepare summary report following each inspection and file reports with the Department of Environmental Protection, Barnstable County and the local Board of Health. NOTES: 1. Coastal Engineering will perform no procedures requiring confined space entry. 2. Services under this contract specifically do not include or cover any responsibility for system malfunction attributed to process design,equipment specified and/or installations as provided by others, 3. Client must provide access to all System components at time of 06M visit. 4. This service contract assumes seasonal occupancy of the dwelling or facility.The Owner shall notify TSD if occupancy becomes year-round. S. TSD will notify the appropriate authority of any event of electrical or mechanical failure within the treatment system, or of any event which may adversely affect the performance of the treatment system. 6. In the event that the system alarm is activated and the system fails,the OWNER shall notify TSD who shall notify the DEP and Board.of Health within 24 hours.Corrective action shall be taken immediately. Assembly Required LLC March 18,2019 ATTACHMENT 2 COST OF SERVICES 1. Yearly fixed fee costs for the services outlined in Attachment 1: ,,,,,,,,,$450.00 Billed at$225.00 semi=annually 2. Barnstable County Database Management Fee*.................._-------------------------$50.00 3. Services performed in addition to scheduled operation and maintenance visits, including responding to alarms,will be Invoiced at$100 per hour Monday through Friday 7:00 AM to 5:00 PM. Services performed after regular business hours, including weekends and holidays,will be billed at$125 per hour with a $375 minimum charge. 4. The cost for replacement equipment, supplies and process control chemicals will be invoiced at our cost plus surcharge In accordance with our Standard Conditions for Engagement(copy attached). S. Additional sampling and testing, if required, will be invoiced at time and expense, in accordance with our standard rates. In the event that state or local regulatory bodies change sampling requirements and/or Operation and Maintenance requirements,the cost estimate will be revised to reflect these changes. Barnstable County assesses an annual database management fee of$50.00 for each wastewater treatment management system in Barnstable County, Each July the County sends an assessment notice to Coastal Engineering Company,Inc.,for the systems operated by Coastal. Coastal Engineering pays the fee for the system owner and includes a $50.00 charge for this fee on your next invoice as a reimbursable expense. , 1, Town o Barnstable Board'af Health&AR ; " `�� 200 Main Street,Hyannis MA 02601 i639• �e Office: 508-862-4644 Paul Canniff,D.M.D. FAX: 508-790-6304 Donald A.Guadagnoli,M.D. John T.Norman F.P.(Thomas)Lee,Alternate February 28, 2019 Sean Riley, P.E. Coastal Engineering Co. 260 Cranberry Highway Orleans, MA 02653 RE ,617 Maln Street, Osterville, MA A 141 ;104 001 - Dear Mr Riley, You are granted permission on behalf of your client, Assembly Required LLC, to construct an onsite sewage disposal system with pressure distributed Perc-Rite drip dispersal at 617 Main Street Osterville, Massachusetts. The septic system and pressure distributed drip subsurface wastewater drip dispersal system shall be designed and installed with the following conditions: _ (1) Pressure testing and/or double sleeving is required wherever the waterline crosses a sewer line. The engineer shall ensure this requirement is fulfilled by including proper notations of such on the engineered plans. (2) The system shall be installed in strict accordance with the revised engineered plans. (3) The designing engineer shall supervise the construction of the onsite sewage disposal system and shall certify in writing to the Board of Health that the system was installed in substantial compliance with the revised plans. (4) The designer and installer shall strictly adhere to Section II and Section III, on pages 2.through 9 of the approval letter for the PERC-RITE Drip Dispersal System issued by the Department of Environmental Protection (DEP) entitled 'Certification for General Use' dated November 23, 2016. (5) The system owner and service contractor shall strictly adhere to Section IV on pages 9 through 12 of the approval letter for the PERC- Q:\WPFILES\IA Approval Riley-Coastal 617 Main St Ost Feb20l9.docx i RITE Drip Dispersal System issued by the Department of Environmental Protection (DEP) entitled 'Certification for General Use' dated November 23, 2016. � - -'--�-�- (6) The company shall strictly adhere to Section V on pages 12 through 15 of the approval letter for the PERC-RITE Drip Dispersal System issued by the Department of Environmental Protection (DEP) entitled 'Certification for General Use' dated November 23, 2016. (7) An I/A deed notice shall be recorded at the Registry of Deeds. (8) The applicant shall provide the Health Division a copy of the certification, signed the Owner of record for the property served by this Technology, as required by 24C on page 6 of 15, within the Department of Environmental Protection (DEP) entitled 'Certification for General Use' dated November 23-2016. This permission is granted because the proposed plan appears to meet all of the provisions of the State Environmental Code and local health regulations. There are no variances required to construct the proposed system incorporating pressure distribution and drip dispersal technology. r t Sincerely yours, Nu l anniff, U. Chairman t Q:\WPILES\I Approval Rile F A A -Coastal 617 Main St Ost Feb20l9.docx y 'N't— COASTAL engineering co. February 11, 2019 Project No. C18614.00 Board of Health Attn: Thomas McKean, Health Director 200 Main Street Hyannis, MA 02601 Re: Board of Health Drip Dispersal Supplemental Documents Filing Package Assembly Required LLC �617 Main Street Osterville, MA Map 141 Parcel 104-001 Dear Mr. McKean: The Standard Conditions for PERC-RITE Drip Dispersal System Certified for General Use, last revised and issued on November 23, 2016 by the Massachusetts Department of Environmental Protection (MassOEP), require the Designer to certify that the system has been designed in accordance with the Approval, any Company design guidance, and 310 CMR 15.000. This letter will serve to certify that the design shown on the submitted design plans for the above referenced properties., prepared by Coastal Engineering Co., Inc., issue date Decerriber 1,.2017, conforms to the General Use Certification Approval issued to American Manufacturing Company, Inc. by MA-DEP, to the design guidance, and 310 CMR 15.000. If you have any questions or comments please contact me at your convenience. Very truly yours, COASTAL ENGINEERING CO., INC. Sean M. Riley, P.E. CFM SMR/cad cc: Matt Kaufmann - KVA D:\DOC\C18600\18614\Permitting\BOH-617 Main Street\2018-03-08-Design Cert.doc Orleans I Sandwich I Nantucket = = -11 y 5 crz, COASTAL engineering co. Q '_0 February 11, 2019 Project#C18614.00 Board of Health By: HAND DELIVERY Attn:Thomas McKean, Health Director 200 Main Street Hyannis, MA 02601 Re: Board of Health Drip Dispersal Supplemental Documents Filing Package Assembly Required LLC 617 Main Street Osterville, MA Map 141 Parcel 104-001 On behalf of our client, Assembly Required LLC, we are submitting 5 copies of a Board of Health Dispersal Supplemental Documents Filing Package, and 2 wet seal originals 6 3 copies of the plan, for the above referenced project. The following items are enclosed: • Copy of Application for Disposal System Construction Permit(forthcoming from contractor) • Authorization for Representation Letter, Dated 11/6/18 • Board of Health-7 Page Application Checklist • Board of Health — Pressure Distributed/Alternative Systems Approval Letter, Dated 12/4/17 • Certification of General Use: Perc-Rite Drip Dispersal System, revised 11/23/16 • Owner's Manual for American Perc-Rite Wastewater Drip Systems • Routine Operation 6 Maintenance Procedure for Perc-Rite Dispersal System • Certification by Designer • Shope, Reno, Wharton, LLC Guest Cottage Floor and Foundation Plans, A001, A200, A210, A220, Dated 12/21/18 • Coastal Engineering Co., Inc. Revised Sketch Plan Showing Proposed Site Modifications, Dated 2/8/19 • Coastal Engineering Co., Inc. Plan Showing Proposed Dwelling 6 Sewage Disposal System, Dated 2/8/19 If you have any questions or require additional information, please give our office a call. Thank you. Sincerely, COASTAL ENGINEERING CO., INC. Carla Davis Enclosures: As Stated cc: Assembly Required LLC Sean M. Riley, Project Manager a/Yl Orleans Sandwich Nantucket V r R_: i Project#C18614.00 November 6, 2018 Board of Health Barnstable Town Offices 200 Main St. Hyannis, MA 02601 Re: Authorization For Representation Proposed Sewage Disposal System Upgrade Assembly Required LLC 617 Main Street Osterville, MA Map 141 Parcel 104-001 Dear Board Members: This is to notify your office that I hereby authorize Coastal Engineering to file and present plans on my behalf with the Barnstable Board of Health. Very truly yours, Assembly Required LLC LLC - 0:\DOC\C18600\18614\Permitting\BOH-617 Moin Street\Client Rep Auth Ltr.doc i E Town of Barnstable Barnstable of r Board of Health1. "°' - 200 Main Street,Hyannis MA 02601 , haAss $ 2007 RFD iM'f a Paul Canniff,D.M.D. Office: 508-862-4644 Junichi Sawayanagi FAX: 508-790-61304 Donald Guadagnoli,M.D. December 4, 2017 Ms. Sarah A. Turano-Flores Nutter, McClennen and Fish LLP 1471 lyannough Road P.O. Box 1630 Hyannis, MA 02601 RE: 11 and 25 Gardiner Lane, Osterville; 30 and 34 Gardiner Lane, Osterville, Ten Parcels Reconfigured into Seven (7) Parcels Totaling 21.33 Acres; 3,901 Gallons Per Day Assessor's Map/Parcels 141-105,141-104.004, 141=123401,140-163,141-104-002,141-104-002,141=104- 003, 141-1047005, 141-104-001,141-105-001 (Merging 141-104-002 with 141-104-003;mergingIparcel 141-" 123-002 with 1417104-005),.. . Dear Ms. Turano-Flores, During the public meeting of the Board of Health held on November 28, 2017, the Board voted to order the owner, Assembly Required LLC, to provide and utilize on-site innovative/alternative systems at 11 and 25 Gardiner Lane and at 30 and 34 Gardiner Lane Osterville, in conformance with Section 360-38 of the Town of Barnstable. Code. During the hearing, the designing engineer agreed to design and install pressure distributed subsurface wastewater drip dispersal systems at + these properties. .The pressure distributed drip subsurface wastewater drip dispersal systems shall be designed and installed with the following conditions: (1) The designer and installer shall strictly adhere to Section II and-Section III, on pages 2 through 9 of the approval letter for the PERC RITE Drip j Dispersal _System issued by eral Usee dated November 23, 2016.partmnt of Environmental Protection - (DEP) entitled 'Certification for Ge (2) The system owner and service contractor shall forctly he PEere to RITEctiop i IV on pages 9 through 12 of the approval l the Department of Environmental Protection Dispersal System issued by (DEP) entitled 'Certification for General Use' dated November 23, 2016. Q:\WPFILES\RileyGardinerLane0stervillelAApproval.docx r „- (3) The company shall strictly adhere to Section V on pages 12 through 15 of t the approval letter for the PERC-RITE Drip Dispersal System issued by the Department of Environmental Protection (DEP) entitled 'Certification for General Use' dated November 23, 2016. (4) The engineered design plans for the proposed innovative/alternative system(s) shall be reviewed by the Town Engineer prior to the issuance of the disposal works construction permits. (5) The engineered design plans for the proposed innovative/alternative system(s) shall be reviewed by a Health Inspector prior to the issuance of the disposal works construction permits. (6) The designing engineer shall supervise the construction of the onsite sewage disposal system and shall certify in writing to the Board of Health that the system was installed in substantial compliance with the approved engineered plans. (7) In future years, as each existing septic system fails at the remaining lots identified (assessor's map and parcel numbers referenced above), the remaining eight dwellings/buildings shall be connected into pressure distributed innovative/alternative systems. Sincerely yours, On AV VW11bV1 Ix I Paul anNiV D Chairman Cc; Sean Riley, P.E. Coastal Engineering Co. 260 Cranberry Highway Orleans,MA 02653 Q:\WPFILES\RileyGardinerLane0stervilielAApproval.docx Commonwealth of Massachusetts Executive Office of Energy &Environmental Affairs Department of Environmental Protection One Winter Street Boston, MA 02108.517-292-5500 Charles D. Baker Matthew A.Beaton Governor Secretary Karyn E.Polito Martin Suuberg Lieutenant Governor Commissioner CERTIFICATION FOR GENERAL USE Pursuant to Title 5, 310 CMR 15.000 Name and Address of Applicant: American Manufacturing Company, Inc. 22011 Greenhouse Road, PO Box 97 Elkwood,'VA 22718 Trade name of technology and model: PERC-RITE Drip Dispersal System, Models QM(WD), ASD-15, ASD-25 &ASD-40 (hereinafter called the "System"). A schematic drawing of a typical System, a Design Manual, an Installation Manual, and an inspection checklist are part of this Approval. t Transmittal Number: X250379 Date of Issuance: March 15, 2007, revised November 23, 2016 Authority for Issuance i Pursuant to Title 5 of the State Environmental Code, 310 CMR 15.000 ("Title 5" or"the Code"), the Department of Environmental Protection hereby issues this Certification for General Use.to: American Manufacturing Company, Inc., PO Box 97, Elkwood, VA 22718 (Hereinafter "the Company"), for the System described herein. Sale and use of the System are conditioned on and subject to compliance by the Company, the Designer, the Installer, the Service Contractor, and the System Owner with the terms and conditions set forth below. Any noncompliance with the terms or conditions of this Certification constitutes a violation of 310 CMR 15.000. i November 23, 2016 p David Ferris, Director Date Wastewater Management Program Bureau of Water Resources This information is available in alternate format.Call Michelle Waters-Ekanem,Diversity Director,at 617-292-5751.TTY#MassRelay Service 1-800-439-2370 MassDEP Website:www.mass.gov/dep Printed on Recycled Paper � �* Certification for General Use Page 2 of 15 PERC-RITE Drip Dispersal System—March 20,2015 'i raz, I. Purpose 1. Department approved Drip Dispersal Systems provide alternatives to a conventional leaching system and alternatives to some of the other design requirements of Title 5. 2. This Certification is for the installation of a System to serve a facility for which a site evaluation in compliance with 310 CMR 15.000 has been approved by the Approving Authority and the site meets the siting requirements for new construction.. 3. This Certification shall not be used for the installation of a System to upgrade or replace an existing failed or nonconforming system, unless the facility meets the siting requirements for new construction, including a reserve area. All other proposed upgrades utilizing this System shall be in conformance with the Remedial Use Approval issued by the Department for this System. 4. With the other applicable permits or approvals that may be required by Title 5, the Certification for General Use authorizes the installation and use of the System in Massachusetts. All the provisions of Title 5, including the General Conditions for Alternative Systems (310 CMR 15.287), apply to the sale, design, installation, and use of the System, except those provisions that specifically have been varied by this Approval. 5. Provided that the local approving authority approves the System in conformance with the Department's General Use Certification for the System, Department review and approval of the site-specific System design and installation is not required unless the Department determines on a case-by-case basis, pursuant to its authority at 310 CMR 15.003(2)(e), that the proposed.System requires Department review and approval. 6. The Department has determined that the System is equivalent to a pressure distribution system designed in accordance with the Department's Pressure Distribution Guidance. II. Design and Installation Requirements 1. The Drip Dispersal System may only be used for disposal of wastewater effluent from a Title 5 septic tank meeting the most current standards for new construction or from a secondary treatment unit Certified for General Use by the Department. In addition to the requirements of this Approval, when a secondary treatment unit precedes the Drip Dispersal System, the Designer, the Installer, the Service Contractor, and System Owner shall be responsible for compliance with the requirements of the Department's secondary treatment unit Certification. 2. The System is a pressure distributed subsurface wastewater drip dispersal (disposal) system that replaces a conventional soil absorption system (SAS). The System is designed to distribute septic tank or secondary effluent and pressure discharge it at a depth of at least 6 inches below finished grade. The System includes a pump, control panel, a filter module/hydraulic unit and drip dispersal zone(s)with drip tubing incorporating discharge emitters. The dispersal zone(s) include small diameter flexible Owner's Manual sa .. AMERICAN "PER C—RI ■ E® WASTEWATER DRIP SYSTEMS 2 ZONE or 4 ZONE SIMPLEX or DUPLEX PATENT #'s: 5,200,065 5,984,574E 6,261,452B1 ZONE 2 Jc� ZONE 1 CENTRAL O UNIT(CU) O .SUPPLY TO CU SEPTIC TANK PUMP TANK HEALTH DEPT. ID NO. OWNER'S NAME LOCATION NAME STREET NAME CITY, STATE ZIP Table of Contents 2 American Manufacturing,Limited Warranty 2 Introduction 2 Safety Precautions and Warnings 3 Owner's Responsibility 3 Overview of American Perc-Rite® Drip 5 System Parameters of American Septic Drip 6 Data Registers & Component Specifications & Details 8 Startup Log MANUFACTURED BY: AMERICAN MANUFACTURING COMPANY INC. 5517 WELLINGTON ROAD, GAINESVILLE,'VA. 20155 1-800-345-3132 1 www.americanonsite.com ©American Manufacturing Company, Inc., 2006 i ® OAKS N ® YOUR DRIP DISPERSAL EXPERT IN NEW ENGLAND ROUTINE OPERATION AND MAINTENANCE PROCEDURE FOR PERC-RITE® DRIP DISPERSAL SYSTEM MODELS: ASD, QM, WD A. Field Conditions and Preparation 1. Obtain records from previous visit/start-up 2. Walk the field to determine if wet areas are present 3. Open hydraulic unit and document flow meter reading 4. Calculate and document daily water usage 5. Open pump chamber and check liquid level/floats 6. Trigger alarm float 7. Open valve box and inspect air release valves B. Control Lights and Switch Positions 1. Open the control panel 2. Make sure all HOA switches are in the automatic position 3. Microprocessor: confirm power and run lights are on 4. Verify float LED display corresponds with float positions in pump chamber C. Pump and Valve Operation. 1. Turn all HOA switches in control panel to 'DOFF" 2. Inspect (and clean if necessary) disc filter(s) 3. Manipulate each HOA switch to test solenoid and valve operation. The flow meter should only turn when a zone valve is open and pump is on 6 Sargent St.,Gloucester, MA 01930 (978)282-1322 www.oakson.com info@oakson.com July2017 1iPage & OAKS N & YOUR DRIP DISPERSAL EXPERT IN NEW ENDLAND F 4. Place all HOA switches in the `AUTO" position. Hold in the "RESET/CYCLE START" button (approx. 5 seconds) until you hear a click a. At the hydraulic unit, you should witness a complete system cycle b. After pressurization time, document the flow rate(s) by reading the flow meter for a timed minute c. Compare design flow to timed flow (10% tolerance) d. Flow variation is most common sign of system issue e. Inspect air release valves for normal operation D. Septic and/or Pre-treatment Tanks (if incorporated into 0&M contract) 1. Examine and clean effluent filters 2. Document sludge/scum levels in tank 3. Recommend pumping if necessary 4. Service pre-treatment system E. Finishing Up 1. All HOA switches in control panel should be in ""AUTO" position 2. Close and secure all tanks, hydraulic unit, control panel, and air release valves 3. Fill out operator checklist. Provide copies to homeowner, local BOH, and Oakson within 60`days 6 Sargent St.,Gloucester, MA 01930 (978) 282-1322 www.oakson.com info@oakson.com July2017 2 Page & OAKS N YOUR DRIP DISPERSAE EXPERT IN NEW ENGEAND r ROUTINE OPERATION AND MAINTENANCE CHECKLIST FOR PERC-RITE® DRIP DISPERSAL SYSTEM MODELS: ASP, QM, WD Property Address: Date: Time: Air Temperature: Weather Conditions: FIELD CONDITIONS A. Drip dispersal field: visible wet spots YES NO objectionable odor YES NO Comments: B. Air release valves: functioning properly YES NO Comments: FLOAT OPERATION A. Floats: register on PLC YES NO F Comments: B. Alarm float: audible/visual YES NO Comments: t CONTROL PANEL A. HOA Switches: functioning properly YES NO Comments: B. PLC (microprocessor): power/run lights on YES NO Comments: 6 Sargent St.,Gloucester,MA 01930 (978) 282-1322 www.oakson.com info@oakson.com July2017 1 Page r o ® OAKS N YOUR DRIP DISPERSAL EXPERT IN NEW ENGLAND HYDRAULIC UNIT A. Disc Filter(s): cleaning required YES NO Comments: B. Valves: opening/closing YES NO Comments: C. Condition: signs of erosion/infiltration YES NO settling/movement YES NO Comments: SEPTIC and/or PRE-TREATMENT TANKS (if included in contract) A. Effluent Filter: cleaning required YES NO N/A Comments: B. Septic tank: pumped since last visit- YES NO pumping recommended. YES NO 1. Sludge depth: 2. Scum depth: Comments: C. Service pre-treatment system YES NO N/A Comments: Operator pe ator signature License No. Company Phone No. Comments/Observations: Flow Meter Reading: Dose Rate(s): Flush Rate(s): 6 Sargent St.,Gloucester, MA 01930 (978)282-1322 www.oakson.com in o@_oa.kson..co.m July 2017 2 P a g e r EXCERPT FROM THE BOARD OF HEALTH MEETING MINUTES ON 11/28/17: I. Septic Determination: 1650 Rule: Sean Riley, Coastal Engineering Company, representing owner— Gardiner Lane, Osterville, merging Map/Parcel 141-104-002 with 141-104-003 and merging Map/Parcel 141-123-002 with 141-104-005; also, 633 and 617 Main Street will be refigured. These changes will result in the elimination of 21 bedrooms currently in place. A determination is to be made whether to apply the 1650 rule. Sean Riley spoke of many changes occurring at this location. There are a total of 21.33 acres of land listed to the same owner which were originally broken into 10 parcels. The owner has combinOome lots resulting in a total count of 7 parcels and is awaiting reassignment of numbering for three parcels. Gardiner Lane (combine # 11& 25) New 1 Bedroom Dwelling New Workshop New Tennis Pavilion Gardiner Lane (combine # 30 & 34) Existing 5 Bedroom Dwelling New Pool House (# unassigned) East Bay Road New Parcel for Common Area 8.East Bay Road Existing 6 Bedroom 106 East Bay Road Existing 7 Bedroom New Yoga Studio 110 East Bay Road Existing 7 Bedroom 120 East Bay Road Existing 5 Bedroom *Demolished Five Structures Removing a Total of 21 Bedrooms The daily flow will reduce from 5,610 gallons per day (gpd) to 3,901 gallons per day. The combination of septic systems will be designed for 35 bedrooms. This is in the Saltwater Estuary Zone which is equivalent to '/z bedroom/10,000 square feet. The engineer is agreeable to use a drip dispersal Innovative/Alternative (I/A) system. This type of system does not require monitoring. In answer to the Board's question on 8 East Bay Road's system, Mr. Riley said the soil absorption system (SAS) is over 200 feet from the water body running along East Bay Road. Upon a motion duly made and seconded, the Board voted to grant the two new systems (Gardiner 11 & 25) and Gardiner 30 & 34) will the following conditions: 1) these systems will have drip dispersal I/A systems installed, 2) the other system systems in the 21.33 acre group will each have drip dispersal I/A systems installed once replacement systems are needed. (Unanimously, voted in favor.) *Sidenote: The Town Engineer will be asked to review the plans, along with the Health staff, for large projects such as this. Q:\MINUTES\EXCERPT OF MINUTES\EXCERPTS\Excerpt BOH Nov 28 2017 WayFair 8 East Bay Rd Ost-etc.docx ct 'reCb.r)ed W f re�`f o Pd Qeh, f re C/ rife f or- (-eJfvm )e17 f -S s 1„r,p COASTAL ;,r PO engineering co. ; 167 0 February 11, 2019 �� Project#C18614.00 Board of Health By: HAND DELIVERY Attn:Thomas McKean, Health Director 200 Main Street Hyannis, MA 02601 Re: Board of Health Drip Dispersal Supplemental Documents Filing Package Assembly Required LLC 617 Main Street Osterville, MA Map 141 Parcel 104-001 , On behalf of our client, Assembly Required LLC,we are submitting 5 copies of a Board of Health Dispersal Supplemental Documents Filing Package, and 2 wet seal originals 6 3 copies of the plan, for the above referenced project. The following items are enclosed: Copy of Application for Disposal System Construction Permit (forthcoming from contractor) • Authorization for Representation Letter, Dated 11/6/18 Board of Health-7 Page Application Checklist • Board of Health — Pressure Distributed/Alternative Systems Approval Letter, Dated 12/4/17 • Certification of General Use: Perc-Rite Drip Dispersal System, revised 11/23/16 • Owner's Manual for American Perc-Rite Wastewater Drip Systems Routine Operation 6 Maintenance Procedure for Perc-Rite Dispersal System • Certification by Designer • Shope, Reno, Wharton, LLC Guest Cottage Floor and Foundation Plans, A001, A200, A210, A220, Dated 12/21/18 • Coastal Engineering Co., Inc. Revised Sketch Plan Showing Proposed Site Modifications, Dated 2/8/19 • Coastal Engineering Co., Inc. Plan Showing Proposed Dwelling 6 Sewage Disposal System, Dated 2/8/19 If you have any questions or require additional information, please give our office a call. Thank you. Sincerely, COASTAL ENGINEERING CO., INC. Oil Carla Davis Enclosures: As Stated cc: Assembly Required LLC Sean M. Riley, Project Manager - y Orleans I Sandwich I Nantucket :erg 1 f � j rd`l November 6, 2018 Project#C18614.00 Board of Health Barnstable Town Offices 200 Main St. Hyannis, MA 02601 Re: Authorization For Representation Proposed Sewage Disposal System Upgrade Assembly Required LLC 617 Main Street Osterville, MA Map 141 Parcel 104-001 Dear Board Members: This is to notify your office that I hereby authorize Coastal Engineering to file and present plans on my behalf with the Barnstable Board of Health. Very truly yours, Assembly Required LLC /gjj&r L,VY-J Li-c D:\D00118600\18614\Permitting\80H-617 Main Street\Client Rep Auth Ltr.doc I�t Town of Barnstable Barnstable Board of Health M s°tk"g' 200 Main Street, Hyannis MA 02601 ibsp. �e 2007 A�FD MA't a Office: 508-862-4644 Paul Canniff,D.M.D. FAX: 508-790-6304 ]unichi Sawayanagi Donald Guadagnoli,M.D. December 4, 2017 Ms. Sarah A. Turano-Flores Nutter, McClennen and Fish LLP 1471 lyannough Road P.O. Box 1630 Hyannis, MA 02601 RE: 11 and 25 Gardiner Lane, Osterville; 30 and 34 Gardiner Lane, Osterville, Ten Parcels Reconfigured into Seven (7) Parcels Totaling 21.33 Acres; 3,901 :Gallons Per.Day Assess6r's Map/Parcels 141-105,141-104.004,141-123-001,140-163,-141-104-002,141=104-002,141 104 003,141-104-005, 141-104-001,141-105-001{Merging 141-104-002 with 141-104-003;mergin'pa�,1141=' 123-002 with 141-104,005)_ Dear Ms. Turano-Flores, During the public meeting of the Board of Health held on November 28, 2017, the Board voted to order the owner, Assembly Required LLC, to provide and utilize on-site innovative/alternative systems at 11 and 25 Gardiner Lane and at 30 and 34 Gardiner Lane Osterville, in conformance with Section 360-38 of the Town of Barnstable Code. During the hearing, the designing engineer agreed to design and install pressure distributed subsurface wastewater drip dispersal systems at these properties. The pressure distributed drip subsurface wastewater drip dispersal systems shall be designed and installed with the following conditions: (1) The designer and installer shall strictly adhere to Section II and Section lll, on pages 2 through 9 of the approval letter for the PERC=RITE Drip Dispersal System issued by the Department. of Environmental Protection (DEP) entitled 'Certification for General Use' dated November 23, 2016. (2) The system owner and service contractor shall strictly adhere to Section IV on pages 9 through 12 of the approval letter for the PERC-RITE Drip Dispersal System issued by the Department `of Environmental Protection (DEP) entitled 'Certification for General Use' dated November 23, 2016. Q:\WPFILES\RileyGardinerLane0stervillelAApproval.docx i (3) The company shall strictly adhere to Section V on pages 12 through 15 of the approval letter for the PERC-RITE Drip Dispersal System issued by the Department of Environmental Protection (DEP) entitled 'Certification for General Use' dated November 23, 2016. (4) The engineered design plans for the proposed innovative/alternative system(s) shall be reviewed by the Town Engineer prior to the issuance of the disposal works construction permits. (5) The engineered design plans for the proposed innovative/alternative system(s).shall be reviewed by a Health Inspector prior to the issuance of the disposal works construction permits. (6) The designing engineer shall supervise the construction of the onsite sewage disposal system and shall certify in writing to the Board of Health that the system was installed in substantial compliance with the approved engineered plans. (7) In future years, as each existing septic system fails at the remaining lots identified (assessor's map and parcel numbers referenced above), the remaining eight dwellings/buildings shall be connected into pressure distributed innovative/alternative systems. Sincerely yours, r Paul. , , a i D:: Chairman Cc: Sean Riley, P.E. Coastal Engineering Co. 260 Cranberry Highway Orleans,MA 02653 Q:\WPFILES\RileyGardinerLane0stervillelAApproval.docx Commonwealth of Massachusetts Executive Office of Energy &Environmental Affairs Department of Environmental Protection One Winter Street Boston, MA 02100.617-292-5500 Charles D.Baker Matthew A.Beaton Governor Secretary Karyn E. Polito Martin Suuberg Lieutenant Governor Commissioner CERTIFICATION FOR GENERAL USE Pursuant to Title 5, 310 CMR 15.000 Name and Address of Applicant: American Manufacturing Company, Inc. 22011 Greenhouse Road, PO Box 97 Elkwood, VA 22718 Trade name of technology and model: PERC-RITE Drip Dispersal System, Models QM(WD), ASD-15, ASD-25 & ASD-40 (hereinafter called the "System"). A schematic drawing of a typical System, a Design Manual, an Installation Manual, and an inspection checklist are part of this Approval. Transmittal Number: X250379 Date of Issuance: March"15, 2007,revised November 23, 2016 Authority for Issuance Pursuant to Title 5 of the State Environmental Code, 310 CMR 15.000 ("Title 5" or"the Code"), the Department of Environmental Protection hereby issues this Certification for General Use to: American ManufacturingCompany, Inc. PO Box 97 Elkwood VA 22718 Hereinafter "the (. Company"), for the System described herein. Sale and use of the System are conditioned on and subject to compliance by the Company, the Designer,the Installer,the Service Contractor, and the System Owner with the terms and conditions set forth below. Any noncompliance with the terms or conditions of this Certification constitutes a violation of 310 CMR 15.000. November 23, 2016 David Ferris, Director Date Wastewater Management Program Bureau of Water Resources This information is available in alternate format.Call Michelle Waters-Ekanem,Diversity Director,at 617-292-5751.TTY#MassRelay Service 1-800-439-2370 MassDEP Website:www,mass.gov!dep Printed on Recycled Paper I Certification for General Use Page 2 of 15 PERC-RITE Drip Dispersal System—March 20,2015 I. Purpose l. Department approved Drip Dispersal Systems provide alternatives to a conventional leaching system and alternatives to some of the other design requirements of Title 5. 2. This Certification is for the installation of a System to serve a facility for which a site evaluation in compliance with 310 CMR 15.000 has been approved by the Approving Authority and the site meets the siting requirements for new construction.. 3. This Certification shall not be used for the installation of a System to upgrade or replace an existing failed or nonconforming system, unless the facility meets the siting requirements for new construction, including a reserve area. All other proposed upgrades utilizing this System shall be in conformance with the Remedial Use Approval issued by the Department for this System. 4. With the other applicable permits or approvals that may be required by Title 5,the Certification for General Use authorizes the installation and use of the System in Massachusetts. All the provisions of Title 5, including the General Conditions for Alternative Systems (310 CMR 15.287), apply to the sale, design, installation, and use of the System, except those provisions that specifically have been varied by this Approval. 5. Provided that the local approving authority approves the System in conformance with the Department's General Use Certification for the System, Department review and approval of the site-specific System design and installation is not required unless the Department determines on a case-by-case basis, pursuant to its authority at 310 CMR 15.003(2)(e), that the proposed System requires Department review and approval. 6. The Department has determined that the System is equivalent to a pressure distribution system designed in accordance with the Department's Pressure Distribution Guidance. II. Design and Installation Requirements 1. The Drip Dispersal System may only be used for disposal of wastewater effluent from a Title 5 septic tank meeting the most current standards for new construction or from a secondary treatment unit Certified for General Use by the Department. In addition to the requirements of this Approval, when a secondary treatment unit precedes the Drip Dispersal System,the Designer, the Installer, the Service Contractor, and System Owner shall be responsible for compliance with the requirements of the Department's secondary treatment unit Certification. -2. The System is a pressure distributed subsurface wastewater drip dispersal (disposal) system that replaces a conventional soil absorption system(SAS). The System is designed to distribute septic tank or secondary effluent and pressure discharge it at a depth of at least 6 inches below finished grade. The System includes a pump, control panel, a filter module/hydraulic unit and drip dispersal zone(s)with drip tubing incorporating discharge emitters. The dispersal zone(s) include small diameter flexible I Certification for General Use Page 3 of 15 PERC-RITE Drip Dispersal System—March 20,2015 polyethylene tubing with pressure compensating emitters. The emitters operate on a pressure differential across the emitter, with wastewater discharged in small doses. Dispersal field dosing is timed and controlled electronically to provide pre-programmed volumes of effluent for discharge to each dispersal zone(s). The System allows periodic backwashing of the filtration system and forward-flushing of the dispersal tubing with the flush/backwash effluent conveyed by return line to the septic tank. The System may include single (the QM/WD model) or two-stage (the ASD models) automatic backwashing disc filters within the filter module and air vents in each dispersal zone. Each zone shall have air release valves at the high points of manifolds and check valves on each return manifold in multi-zone systems. The System shall be equipped with a totalizing flow meter. 3. The System shall include the following: a) Pumps capable of providing pressure of 10-60 psi throughout the dispersal zone(s). Each drip dispersal zone shall be dosed a minimum of four times per day, or as recommended by the Company. Duplex pumping shall be provided for facilities with design flows of 2,000 gpd or greater. The pump chamber, combined with available storage in the pretreatment units, shall provide at least one-day storage, as required by Title 5. b) Timed dosing for the drip system with a timer controller capable of operating the system during peak flow events without high-level alarms. c) Automatically backwashed filter(s) capable of screening particles larger than 115 microns prior to discharge of the effluent to the drip tubing. Filter(s) backwash shall be conveyed back to a separate_settling tank or to the septic tank. d) Air vents in a zone shall be placed at a higher elevation than the drip tubing in that zone but below the ground surface. Air vents shall be accessible from finished grade and insulated to prevent freezing. e) Drip tubing lines installed as level as possible on contour and a minimum of 6 inches below finished grade. Drip line spacing is typically 24 inches with drip, tubing emitters spaced 24 inches on center. The drip dispersal tubing shall be automatically forward flushed after a pre-programmed number of dosing cycles as determined by the Company. Flushing velocity shall be at least 2 feet per second at the distal end(s) of each drip dispersal lateral within a zone. All drip line , flushwater shall be conveyed back to the pump tank, a separate settling tank or to septic tank. f) The dispersal area shall not be installed under a paved surface, or in areas of routine traffic, parking or storage of heavy equipment. In addition no planting or soil excavation shall be done in or within 5 feet of the drip disposal area after its installation. The system may be designed to allow for installation of drip tubing up to five feet from a building cellar wall. g) No change in existing surface slope over the dispersal field is required.. 4. The System may be installed in soils with a percolation rate of up to 60 minutes per inch (MPI) in Class I, II, III, or IV soils, subject to the restrictions of the Approval. The Certification for General Use Page.4 of 15 PERC-RITE Drip Dispersal System—March 20,2015 System shall only be installed in Class IV soils, as defined in 310 CMR 15.243, when the design has been reviewed and certified by the Company (see Paragraph V.3). 5. The System may be installed in the A,B or C soil horizon or in fill material meeting the current Title 5 specifications, at a depth of at least 6 inches below, but not more than 24 inches below the finished grade. The use of the A horizon(or fill material) shall not be included in the determination of the required minimum of 4 feet of naturally occurring pervious material. For proposed installations in the A or B soil horizon, a soil evaluation shall be performed to determine whether or not these soils are the most restrictive layer and the appropriate loading rate for the design of the Drip Dispersal System. The soil evaluation of the A and B horizon must be acceptable to the local approving authority and may include,but not necessarily be limited to,a sieve analysis or a modified shallow percolation test. 6. The minimum effective dispersal area provided for the System shall be based on the soil loading rate(gpd/sq.ft.)derived from the Company's Design Guidance or the limitations imposed by this Approval,whichever is more stringent. 7. The effective dispersal area shall be calculated as the bottom area of the drip tubing system. No sidewall effective dispersal area credit shall be given for Drip Dispersal Systems. 8. The effective dispersal area provided by each emitter shall not overlap with the effective dispersal area provided by an adjacent emitter. 9. The effective dispersal area shall be a maximum of 4 square feet per emitter (2 feet by 2 feet),provided that adjacent lines of the tubing are spaced at least 2 feet apart and the emitters are at least 2 feet apart along the length of the tubing. 10. The minimum spacing between lines of drip tubing shall be 12 inches. The total number of emitters in the effective dispersal area shall not exceed one emitter per 1 square foot of the effective dispersal area. 11. The System may have a layout which is different than a conventional system in terms of shape. Accordingly, a reserve area must be provided that meets the dimensional requirements of a conventional soil absorption system using either standard or pressure distribution loading rates. 12. Prior to using Perc-Rite Drip Dispersal for new construction, the record drawings submitted to the Approving Authority shall demonstrate that both a primary and reserve area for a conventional SAS can be designed for this the property, including both a primary and a reserve area. Once it has been determined that a conventional system can be constructed the record drawings can then depict the location of a primary Perc-Rite Drip Dispersal system, sized per this Approval, which would be constructed. No additional Perc-Rite Drip Dispersal reserve area need be depicted. The System Owner shall not construct any permanent buildings or structures or disturb the site in any manner(except for installation of drip tubing) on the approved conventional reserve area in a manner that would prohibit installation, if needed, of a full-sized conventional SAS. Certification for General Use Page 5 of 15 PERC-RITE Drip Dispersal System—March 20,2015 13. If additional drip tubing is installed in the future,the effective dispersal area for each existing and new emitter must be recalculated based on the new separation distances and the requirements above. 14. Residential Systems less than 2000 gpd, Alternative Design Standard to 310 CMR 15.242(1)(a) Effluent Loading Rates—For residential Systems with design flows less than 2000 gpd, the required effective dispersal area may be reduced up to 50 percent when using the loading rates for gravity systems of 310 CMR 15.242(1)(a), provided that the Drip Dispersal System is preceded by a secondary treatment unit with General Use Certification that allows for a 50%reduction in effective leaching area. Any reduction in effective leaching area shall be in accordance with the requirements and limitations of the secondary treatment unit General Use Certification and this Certification. No reduction is allowed in addition to the reduction ll allowed w ed under the secondary treatment unit General Use Certification. For residential design flows of 2000 gpd or greater and for all nonresidential systems, no reduction in the effective dispersal area is allowed. The record drawings must indicate an area for a full-sized conventional primary SAS and the area for a full-sized conventional reserve SAS are for the sole purpose of upgrading the on-site sewage disposal system in the future, if necessary, without any increase in flow. (The effluent loading rates provided in 310 CMR 15.242(1)(b) for pressure distribution may be utilized, but no reduction in the effective leaching area may be taken when using these loading rates, as stated in the regulation.) 15. The supply lines, drip tubing manifolds, and headers shall be sloped to allow effluent to drain back to the effluent pump (dosing) chamber by gravity to prevent freezing or installed at a depth of least four feet. The drip tubing and shallow manifolds shall be designed to drain into the soil upon completion of the pump cycle. 16. For Systems with a design flow of 2,000 GPD or greater, the System shall be equipped with a flow meter and automatic remote telemetric notification to the Service Contractor. 17. Except for septic tank covers which are not required to be at grade, the frames and covers of all other access manholes and ports of the System components shall be watertight, made of durable material, and shall be installed and maintained at grade,to allow for necessary inspection, operation, sampling and maintenance access. Manholes brought to final grade shall be secured to prevent unauthorized access. No structures which could interfere with performance, access, inspection, pumping, or repair shall be located directly upon or above the access locations. 18. The System shall be equipped with sensors and high-level alarms to provide notification to the System Owner and Service Contractor of a high water situation 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 Service Contractor. f Certification for General Use Page 6 of 15 PERC-RITE Drip Dispersal System—March 20,2015 19. The System does not require a five foot over dig as indicated at 310 CMR 15.255(5). 20. All System control units,valve boxes,drip dispersal lines,conveyance lines and other System appurtenances shall be designed and installed to prevent freezing per the Company's recommendations. 21. System unit malfunction and high water alarms shall be connected to circuits separate from the circuits to the operating equipment and pumps. 22. 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. 23. Installation of inspection ports as described in 310 CMR 15.240(13) is not required for this System. 24. .Upon submission of an application for a Disposal System Construction Permit (DSCP), the Designer shall provide to the local Approving Authority: a) for any proposed non-residential System, any System to be installed in Class IV soils, or any residential System with a design flow 2,000 GPD or greater, certification by the Company as specified in Paragraph V.3. b) 'certification'by , .resigner that the design'conform`s to''the„Approval;the _.. _. .. Company Design Guidance, and-,the Code, and. �c) acertificatiori signed by the Owner of record-for the property to be served byythe' Technology;"stating_thattthe propertyOwner i) Chas:been provided a copy o£:the Approval;the Owner's`Manual,aril the`. Operationzand,IVlamteriance 1vlanual and the Owner agrees toeomply with all terms and`conditions,:. tii) rhasrybeen`m ormed of all the Owner's estimated costs associated with the operation including, when applicable power consumption,maintenance; recordkeeping;reporting, andµequipment replacement; i ) ,understands the requirement=fora service Kcontfact, iy) agrees to fulfilhhis responsibilrtiesao provide'a'Deed Notice as required by the App"r`oval; v) agrees to fulfill his responsibilities"to provide written notification of the. Approval_to anyKnew Owner,as requiredby_310 CMR 15.287 i) jif the design does not provide forTMtl e use oftgarbag-p grinders;the restnction_is understoodaand accepted, and vie) whether or not covered byea warranty,the,SystemOwner understands the: requirement to repair,,replace,modify or take anyyother action as re; wired b; ._ q_ y the Department or the"local Approving Authority; if the Depart iit:or the _.._ local Approving Authority„determines the System to be,faihng to protect public health and safety and the environment, as.defned m 310 CMR 15 303;` Certification for General Use Page 7 of 15. PERC-RITE Drip Dispersal System—March 20,2015 25. The System Owner and the Designer shall not submit to the local Approving Authority a DSCP application for the use of a Technology under this Certification if the Certification has been revised, reissued, suspended, or revoked by the Department prior to the date of application. The Certification continues in effect until the Department revises, reissues, suspends, or revokes the Certification. 26. The System Owner shall not authorize or allow the installation of the System other than by a person certified by the Company to install the System. 27. Prior to the commencement of construction,the System Installer must certify in writing to the Designer, the local Approving Authority, and the System Owner that (s)he is a locally approved System Installer and has been certified by the Company as qualified to install the System. 28. Except where the Approval specifically states otherwise,the Alternative System shall be installed in a manner which does not intrude on, replace, or adversely affect the operation of any other component of the subsurface sewage disposal system. 29. Drip tubing may be installed with a vibratory plow,a static plow, a narrow trencher(<6" width), by hand trenching, or by scarifying the surface and bedding the drip tubing in clean sand meeting the current requirements for fill material in Title 5 with cover consisting of sand and topsoil meeting the 6 inch minimum depth requirement. Vegetative cover must be replaced for installations where it is removed or buried during installation. 30. Drip tubing shall not be installed when soils are frozen or saturated. 31. The Installer shall maintain on-site, at all times during construction, a copy of the approved plans, the Owner's manual, the O&M manual, and a copy of the Approval. 32. Prior to the issuance of a Certificate of Compliance for the System, the Company or its designee shall submit to the local approving authority and the System Owner a signed certification that the Alternative System has been installed in accordance with the Company's requirements, the approved plan, and the Approval. This certification in no way changes the Title 5 requirements for the Designer and Installer certifications. 33. Prior to the issuance of a Certificate of Compliance by the local Approving Authority, the System Installer and Designer must provide, in addition to the certifications required by Title 5, certifications in writing to the local Approving Authority that the System has been constructed in compliance with the terms of the Approval. 34. The Department has not determined that the performance of the System will provide a level of protection to public health and safety and the environment that is at least equivalent to that of a sanitary sewer system. a) If it is feasible to connect a new or existing facility to the sewer, the Designer shall not propose an Alternative System to serve the facility and the facility Owner shall not install or use an Alternative System; and i Certification for General Use Page 8 of 15 PERC-RITE Drip Dispersal System—March 20,2015 b) when a sanitary sewer connection becomes feasible after an Alternative System has been installed, the System Owner shall connect the facility served by the System to the sewer within 60 days of such feasibility and the System shall be abandoned in compliance with current Code requirements, unless a later time is allowed in writing by the Department or the local Approving Authority. I11. Operation and Maintenance 1. To ensure proper operation and maintenance (O&M) of the System, the System Owner shall enter into an O&M Agreement with a qualified Service Contractor whose name appears on the Company's current list of Service Contractors. Prtorto commencement of construction of he System,the System Owner-`shall provide to the local Approving-Authority a copyof asigned.O&M A'greement.' 2. From start up and thereafter,the System Owner and Service Contractor shall be responsible for the proper operation and maintenance of the System in accordance with this Certification, the Designer's O&M requirements, the Company's O&M requirements and the requirements of the local Approving Authority. The System Owner and Service Contractor shall be responsible for compliance with all monitoring and inspection requirements. All inspection, operation, maintenance, and monitoring requirements remain in effect until the conditions are modified, terminated, or superseded by a new Approval. 3. Prior to issuance of the Certificate of Compliance,a clean water test of the System shall be performed in the presence of a Company representative and the Service Contractor to check for leaks and for the proper distribution of effluent and to ascertain and verify system design flush and dose rates. The local approving authority shall be given adequate notification and opportunity to witness the clean water test, or at their discretion, may accept a letter from the Company representative certifying that the System operated properly during the clean water test. 4. For design flow rates of less than 2,000 gpd, the Service Contractor shall inspect and service the System at least annually, in accordance with Company requirements and checklist. 5. For actual or design flow rates of 2,000 gpd or greater, the System shall be inspected and serviced at least quarterly, consistent with the pressure distribution inspection requirements of 310 CMR 15.254(2)(d) and in accordance with Company requirements and checklist. 6. At a minimum, the Service Contractor shall clean the effluent tee filter according to 310 CMR 15.227(7), inspect pumps, controllers, air relief valves, and other system filters, and provide service, as necessary. i Certification for General Use Page 9 of 15 PERC-RITE Drip Dispersal System—March 20,2015 7. Each time an Alternative System is visited by a Service Contractor the following shall be recorded, at a minimum: a) date, time, air temperature, and weather conditions; b) observations for objectionable odors; c) observations for signs of breakout of sanitary sewage in the vicinity of the Alternative System; d) identification of any apparent violations of the Approval; e) since the last inspection, whether the system had been pumped with date(s) and volume(s) pumped; f) sludge depth and scum layer thickness, if measured; g) when responding to alarm events, the cause of the alarm and any steps taken to address the alarm and to prevent or reduce the likelihood of future similar alarm events; h) any cleaning and lubrication performed; i) any adjustments of control settings, as recommended or deemed necessary; j) any testing of pumps, switches, alarms, as recommended or deemed necessary; k) identification of any equipment failure or components not functioning as designed; 1) parts replacements and reason for replacement, whether routine or for repair; and m) further corrective actions recommended, if any. 8. Unless directed by the local Approving Authority to take other action, the System Owner shall immediately cease discharges or have wastewater hauled off-site, if at any time during the operation of the Alternative System the system is in failure as described in 310 CMR 15.303(1)(a)1 or 2, backing up into facilities or breaking out to the surface. IV. Additional System Owner and Service Contractor Requirements 1. 3Prior;�to commencement of construction of the_System acid after recording;and/or �registermg4the Deed Notice requiredbywr104CMR"15 287(10),the System Owner shall`providye to the local Approymg Authority a copyofr= a _ a) ?a certified Registry copy o`fhp,. eed Notice bearmgI e book and page/or` _._ fdoc%tment•number,•and b) of the property:is unregistered land, a copy of the System Owner's deed`to the` {property asYrecorded at the Regisfry, bearing a marginal referencexon the System_` Owner`.'s;deed'to the'prope_rty tThe Noticeµto be recorded shall be m the form of the Notice provided by._the Department _. _ __-_ _.. ----.,. . _ _ _.._ __. _ _ _ 2. 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 Certification for General Use Page 10 of 15 PERC-RITE Drip Dispersal System—March 20,2015 conditions contained in the Approval to the transferee(s). Any and all instruments of transfer and any leases or rental agreements shall include as an exhibit attached thereto and made a part of thereof a copy of the Approval for the System. The System Owner shall send a copy of such written notification(s)to the local Approving Authority within 10 days of giving such notice to the transferee(s). 3. The System Owner shall provide access to the site for the Service Contractor to perform inspections, maintenance, repairs, and responding to alarm events, as may be required by the Approval. 4. The System Owner and the Service Contractor shall maintain an O&M Agreement at all times. The duration of the 0 & M Agreement shall be at least one year and shall include the following provisions: a) The name of a Service Contractor, who meets the qualifications specified in the Approval, shall be included; b) The Service Contractor's responsibilities for inspection, operation, maintenance, monitoring, recordkeeping and reporting, as required by this Approval shall be included; c) In the case of a System which is determined to be failing to protect public health and safety and the environment, as defined in 310 CMR 15.303, an equipment failure, alarm event, components not functioning as designed, or violations of the Approval, procedures and responsibilities of the Service Contractor and System Owner shall be clearly defined, including corrective measures to be taken immediately. The System Owner and the Service Contractor shall maintain on-site, at all times, a copy of the O&M Agreement, the approved design plans, the Owner's Manual, and the O&M Manual. 5. The Service Contractor shall submit to the System Owner the O&M report and inspection checklist within 60 days of any site visit. 6. 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 local Approving Authority for a minimum of three years. 7. Upon determining that the System is in violation of the Approval or the System is failing to protect public health and safety and the environment, as defined in 310 CMR 15.303, the Service Contractor shall notify the System Owner immediately. 8. Upon determining that the System is failing to protect public health and safety and the environment, as defined in 310 CMR 15.303, the System Owner and the Service Contractor shall be responsible for the notification of the local Approving Authority within 24 hours of such determination. 9. In the case of a System that has been determined to be failing to protect public health and safety and the environment, an equipment failure, alarm event, components not functioning as designed, components not functioning in accordance with Certification for General Use Page 11 of 15 PERC-RITE Drip Dispersal System—March 20,2015 manufacturers' specifications, or violations of the Approval, the Service Contractor shall provide written notification within five days, describing corrective measures to the System Owner, the local board of health, and the Company and may only propose or take corrective measures provided that: a) all emergency repairs, including pumping, shall be in accordance with the limitations and permitting requirements of 310 CMR 15.353; b) the design of any repairs or upgrades are consistent with the System Approval; c) the design of any repairs or upgrades requiring a DSCP shall be performed by a Designer who is a Massachusetts Registered Professional Engineer or a Massachusetts Registered Sanitarian, provided that such Sanitarian shall not design a system with a discharge greater than 2,000 gallons per day. d) the installation shall be done by an Installer with a currently valid Disposal System Installers Permit and the Installer shall be certified by the Company as qualified to install the System . The System Owner shall also be responsible for ensuring written notification is provided within five days to the local board of health. 10. The System Owner and the Service Contractor shall provide written notification to the local Approving Authority within seven days of any cancellation, expiration or other change in the terms and/or conditions of a required O&M Agreement with a Service Contractor. The Service Contractor shall provide written notification to the Company within seven days of any cancellation, expiration or other change in the terms and/or conditions of a required O&M Agreement. 11. By February 15th of each year, the System Owner and the Service Contractor shall be responsible for submitting to the local Approving Authority all O&M reports and inspection checklists completed by the Service Contractor during the previous 12 months. 12. By February 15th of each year, the Service Contractor shall be responsible for submitting to the Company copies of all O&M reports including alarm event responses, 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. 13. The Service Contractor shall notify the System Owner of any changes to the terms and conditions of the Approval within 30 days of any changes. 14. Within one year of any changes to the terms and conditions of the Approval, the System Owner shall amend, as necessary, the O&M Agreement required by Paragraph 1I1.1 to reflect the changes to the terms and conditions of the Approval. 15. To determine whether cause exists for modifying, revoking, or suspending the Approval onto determine whether the conditions of the Approval have been met, the System Owner shall furnish the Department any information that the Department requests regarding the System, within 21 days of the date of receipt of that request. Certification for General Use Page 12 of 15 PERC-RITE Drip Dispersal System—March 20,2015 16. The Approval shall be binding on the System Owner and on its agents, contractors, successors, and assigns, including but not limited to the Designer, Installer, and Service Contractor. Violation of the terms and conditions of the Approval by any of the foregoing persons or entities,respectively, shall constitute violation of the Approval by the System Owner unless the Department determines otherwise. V. Company Requirements 1. The Approval shall only apply to model units with the same model designations specified in the System Approval and meet the same specifications, operating requirements, and plans, as provided by the Company or its authorized agent at the time of the application. Any proposed modifications of the units, installation requirements, or operating requirements shall be subject to the review of the Department for inclusion under a modification of the Approval. The Designer shall be responsible for the selection of the appropriate model unit except, for systems of 2,000 gpd or more, the Company or its authorized agent shall be responsible for verification of the appropriate model unit as part of the review of proposed installations under a General Use Approval. 2. Prior to submission of an application for a DSCP,the Company or its authorized agent shall provide to the Designer and the System Owner: a) All design and installation specifications and requirements; b) An operation and maintenance manual,including: i) an inspection checklist;. ii) recommended inspection and maintenance schedule; iii) monitoring (i.e. water use); iv) alarm response procedures and troubleshooting procedures; c) An owner's manual, including alarm response procedures; d) Estimates of the Owner's costs associated with the operation including, when applicable: power consumption, maintenance, recordkeeping, reporting, and equipment replacement; e) A copy of the Company's warranty; and f) Lists of certified Installers and trained Service Contractors. 3. Prior to the submission of an application for a DSCP, for,all nonresidential Systems, all Systems to be installed in Class IV soils, and all Systems with design flows of 2,000 gpd or greater, the Company or its authorized agent shall submit to the Designer and the System Owner, a certification by the Company or its authorized agent that the design conforms to the Approval and all Company requirements and that the proposed use of the System is consistent with the System's capabilities. The authorized agent of the Company responsible for the design review shall have received technical training in the Company's products. 4. The Company must maintain programs of training and continuing education for Service Contractors. Training shall be provided at least annually. If the Company Certification for General Use Page 13 of 15 PERC-RITE Drip Dispersal System—March 20,2015 requires trained Designers and Installers, the Company or its authorized agent shall institute programs of training and continuing education that is separate from or combined with the training for Service Contractors. The Company or its authorized agent shall maintain, annually update, and make available by February 151"of each year, lists of trained Service Contractors, certified Installers and, if training is provided,trained Designers. The Company or its authorized agent shall certify that the Service Contractors and, if training is provided, Designers and Installers on the lists have taken the appropriate training and passed the Company's training qualifications. The Company or its authorized agent shall further certify that the Service Contractors'on the list have submitted to the Company all the reports required by Paragraphs IV.9, 10, and 12. 5. The Company or its authorized agent shall not re-certify a Service Contractor if the ` Service Contractor has not complied with the reporting requirements for the previous year. 6. The Company or its authorized agent shall not sell the System to an Installer unless the Installer is certified to install the System by the Company or its authorized agent. The Company or its authorized agent shall require, by contract, that distributors and resellers of the Technology shall not sell the System to an Installer unless the Installer is certified to install the System by the Company. 7. As part of any training programs for Service Contractors, Installers, or Designers, the Company or its authorized agent shall provide each trainee with a copy of this Approval with the design, installation, O&M, and owner's manuals that were submitted as part of the Approval. 8. The Company shall provide, in printed or electronic format, the System design, installation, O&M, and Owner's manuals, and any updates associated with this System Approval, to the System Owners, Designers, Installers, Service Contractors, vendors, resellers, and distributors of the System. Prior to publication or distribution in Massachusetts, the Company shall submit to the Department for review a copy of any proposed changes to the manual(s) with reasons for each change, at least 30 days prior to issuance. The Company shall request Department approval for any substantive changes which may require a modification of the Approval. 9. Prior to its sale of any System that may be used in Massachusetts,the Company shall provide the purchaser with a copy of this Approval with the System design, installation, O&M, and Owner's manuals. In any contract for distribution or sale of the System,the Company shall require the distributor or seller to provide the purchaser of a System for use in Massachusetts with copies of these documents, prior to any sale of the System. 10. To determine whether cause exists for modifying, revoking, or suspending the Approval or to determine whether the conditions of the Approval have been met,the Company shall furnish the Department any information that the Department requests regarding the Technology within 21 days of the date of receipt of that request. Certification for General Use Page 14 of 15 PERC-RITE Drip Dispersal System—March 20,2015 11. 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 System and all distributors and resellers of the System. 12. 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 System. Said notification shall include the name and address of the proposed owner containing a specific date of transfer of ownership, responsibility, coverage and liability between them. All provisions of this Approval applicable to the Company shall be applicable to successors and assigns of the Company, unless the Department determines otherwise. 13. The Company shall maintain copies of: a) the Approval; b) the installation manual specifically detailing procedures for installation of its System; c) an owner's manual, including alarm response procedures; d) an operation and maintenance manual, including: i) an inspection checklist; ii) recommended inspection and maintenance schedule; iii) monitoring requirements, if any(including water use and power consumption when required); iv) alarm response procedures and troubleshooting procedures. e) estimates of the operating costs provided to the Owner, including, when applicable: power consumption, maintenance, recordkeeping,reporting, and equipment replacement; f) a copy of the Company's warranty; and g) lists of trained Designers (if any), certified Installers, and trained Service Contractors. 14. The Company shall maintain the following additional information for the Systems installed in Massachusetts and make it available to the Department within 30 days of a request by the Department: a) the address of each facility where the System was installed,the Owner's name and mailing address (if different), the type of use (e.g. residential, commercial, institutional, etc.), the design flow, the model installed; b) the installation date, start-up date, current operational status; c) the name of the Service Contractor, noting any cancellations or changes to any Service Contracts; and d) copies by of all Service Contractor records submitted to the Company, including all O&M reports with alarm event responses, all monitoring results, inspection Certification for General Use Page 15 of 15 PERC-RITE Drip Dispersal System—March 20,2015 checklists completed by the Service Contractor, notifications of system failures, and reports of equipment replacements with reasons. 15. The Approval shall be binding on the Company and its officers, employees, agents, contractors, successors, and assigns, including but not limited to dealers, distributors, and resellers. Violation of the terms and conditions of the Approval by any of the foregoing persons or entities, respectively, shall constitute violation of the Approval by the Company unless the Department determines otherwise. VI. General Requirements 1. Any System for which a complete Disposal System Construction Permit ("DSCP") Application is submitted while the Approval is in effect, may be permitted, installed, and used in accordance with the Approval, unless and until: a) the Department issues modifications or amendments to the Approval which specifically affect the installation or use of a System installed under the Approval for the System; or b) the Department, the local approval authority, or a court requires the System to be modified or removed or requires discharges to the System to cease. 2. All notices and documents required to be submitted to the Department by the Approval shall be submitted to: Director Wastewater Management Program Department of Environmental Protection One Winter Street- 5th floor Boston, Massachusetts 02108 3. The Department may suspend, modify or revoke the Approval for cause, including, but not limited to, non-compliance with the terms of the Approval, for obtaining the Approval by misrepresentation or failure to disclose fully all relevant facts or any change in or discovery of conditions that would constitute grounds for discontinuance of the Approval, or as necessary for the protection of public health, safety, welfare or the environment, and as authorized by applicable law. The Department reserves its rights to take any enforcement action authorized by law with respect to the Approval and/or the System against the Company, a System Owner, a Designer, an Installer, and/or Service Contractor. I� Owner's Manual AMERICAN WASTEWATER DRIP SYSTEMS 2 ZONE or 4 ZONE SIMPLEX or DUPLEX PATENT #'s: 5,200,065 5,984,5746 6,261,452131 14 ZONE 2 P ZONE 1 CENTRAL UNIT(CU) 0 SUPPLY O TO CU SEPTIC TANK PUMP TANK OWNER'S NAME HEALTH DEPT. ID NO. LOCATION NAME STREET NAME CITY, STATE ZIP Table of Contents American Manufacturing Limited Warranty 2 Introduction 2 Safety Precautions and Warnings 2 Owner's Responsibility 3 '. Overview of American Perc-Rite° Drip 3 System Parameters of American Septic Drip 5 Data Registers & Component Specifications & Details 6 Startup Log 8 MANUFACTURED BY: AMERICAN MANUFACTURING COMPANY INC. 5517 WELLINGTON ROAD, GAINESVILLE, VA. 20155 1-800-345-3132 ©American Manufacturing Company, Inc., 2006 - 1 - www.americanonsite.com I AMERICAN MANUFACTURING LIMITED WARRANTY For one year (12 months) after the date of purchase, American Manufacturing Company, Inc. will repair or replace any product or portion thereof which proves to be defective due to materials or workmanship of American Manufacturing. We reserve the right to repair or replace defective materials at our discretion. This warranty does not cover the following conditions: 1. Defects or problems caused by improper installation or maintenance of materials. 2. Abuse, neglect or accidental damage of products. 3. Normal maintenance or upkeep of products. 4. Lighting, war, floods, or other acts beyond our control. 5. Misapplication of our products for their designed purpose, or misapplication according to local, state or national codes when in effect. 6. American Manufacturing Company or its representatives are not responsible for the labor for the replacement of defective parts. Defective or warranted materials must be returned to us or a place designated by American Manufacturing. All returns must be accompanied by a return authorization number supplied by American Manufacturing. American Manufacturing will in no way be responsible for any losses or damages incurred by failure of equipment, parts or service. NOTE: Some states do not allow exclusion of damages so this may not apply to you. There are no other warranties written or implied. INTRODUCTION Congratulations! You are now the owner of a state of the art wastewater treatment and recycling system by American Manufacturing Company, Inc. We have been in business for over 20 years and are considered one of the leaders in the On-Site Wastewater industry. With a staff having over 100 years collective experience in providing solutions to new sites and sites in need of repair, we are able to deliver an ecological, economical, easy to install and off-the-shelf Perc-Rite®Drip to owners like yourself. When and How to use manual This owner's manual should be read cover to cover initially, and then as needed to answer any questions or assist the owner in fulfilling their maintenance and inspection responsibilities. When and Where to call for assistance or get additional information If at any time you have a question about the Perc-Rite® Drip or observe any alarm or unusual condition, you should call your qualified service representative or installing contractor as soon as possible. The owner should record in the back of this manual, the contact name and telephone number of the qualified service representative and installing contractor. If further assistance is needed, call American Manufacturing Company, Inc. at 800-345-3132, or visit us at www.americanonsite.com. Overview of Manual The manual is organized to cover safety precautions and warnings, an overview of the Perc-Rite® Drip components, and the owner's responsibility. A startup log and limited warranty are in the back of this manual. SAFETY PRECAUTIONS AND WARNINGS The owner or operator of the Perc-Rite®Drip should take precautions consistent with operators working with sewage and/or electricity while working with, or around any of the system components. Electrical Hazards The Perc-Rite® Drip incorporates pump(s), float switches, relays and many electrical components that use 230 volts, 120 volts or 24 volts AC. Improper use of equipment can cause an electrical shock and may lead to serious injury or death. Sewage Hazards Proper attention should be given to cleanup when working in and around the septic and pump tanks and wastewater handling equipment to insure that disease causing bacteria are not transmitted to persons or contact surfaces. The septic and pump tanks can allow for a toxic buildup of poisonous gasses that can lead to serious injury or death if inhaled. Heavy Lifting Hazards The owner and/or operator should exercise proper caution when lifting heavy system components, such as pump tank lids. Improper lifting of heavy components can lead to loss of limb and/or mobility. ©American Manufacturing Company, Inc., 2006 - 2 - www.americanonsite.com OWNER'S RESPONSIBILITY Preventative Maintenance The drip field area should receive only the most passive type yard uses. No use is recommended when conditions are wet. Under no conditions are any autos or heavy machinery to be allowed on the site. In order to prevent erosion, the site should be established and maintained as a healthy lawn, or if wooded, mulched and stabilized. Erosion of the site and the adjacent areas should be controlled and eliminated. Surface waters should be diverted away from all components. Scheduled Inspections Within a month of operation the owner should contact the installer to have the system inspected for proper startup. After three months of operation the drip field should be walked and the system inspected. Symptoms to look for on the field walk inspection are patches of wetness. If symptoms are identified, notify your service provider immediately. The drip field should be walked &inspected at least annually. A trained professional service provider, your American Dealer, should inspect the septic tank and pump chambers at least once a year. The septic tank should be pumped when the sludge level reaches 25% or approximately 12 inches, or when the scum layer on top is excessive. The flow meter reading in the hydraulic unit should be recorded with the date on a quarterly basis. Alarms - Notifying Service Provider of alarm events The system controller is equipped with an audiovisual alarm-to-alarm high water level condition. The high level alarm may be silenced by pressing the "silence" button on the side of the control. Since a high water level condition can be caused by pump failure, excessive infiltration, or an unusually large peak water use, the owner should call the service provider to determine the cause of the alarm prior to requesting service. If at any time there are any indications of failure, such as the flow meter not moving during a dose or wetness in the area of the drip field, notify your service provider immediately. Monitor & Regulate waste input to septic tanks Since all processes in this sewage disposal system use biological activity to treat the wastewater, only typical biodegradable household wastes are to be disposed of in drains leading to the septic tank. Never dispose of pesticides, oil or grease based products, or non-fecal solids (especially feminine hygiene products) into the system. Minimize disposal of high strength over-the-counter type products such as bleach, and do not use colored toilet tissue. OVERVIEW OF PERC-RITE® DRIP SYSTEM The Perc-Rite® Drip System is a unique fluid handling system for dispersal of effluent wastewater in soil systems. The system incorporates filtration, time and level controlled application and ultra low rate drip distribution. In conditions where aerobic dispersal, such as "Low Pressure Distribution", of septic effluent is required or where land application with the use of conventional soil absorption fields are not acceptable, this system offers a unique method for subsurface distribution of the waste water effluent. The Perc-Rite® Drip System will accommodate virtually any type of pretreatment process, whether septic tank (anaerobic), aerobic, lagoon, or any type of treatment facility. Only primary treatment (the removal of large settleable solids) of sewage is necessary for the operation of the system. Local soil and site conditions may require additional treatment for excessive organics, oil and grease or other contaminants. Since the installation of the field distribution lines causes very little soil disturbance and effluent discharge volume from each emitter hole is insignificant, the installation of the system has very little site impact even in established lawns or park areas. After installation there are virtually no visible indications that the installation site is being used for disposal purposes. This system is especially suited for landscaped or wooded areas near buildings, trailer parks, apartment complexes or residential subdivisions. The Perc-Rite® Drip System is operated via a "state of the art" controller, which is activated by level sensing devices (standard mechanical differential float switches) located in a dosing tank downstream from the pretreatment process or processes (typically a septic tank). When activated by the rising level of effluent in the dosing tank, the controller will enable the disposal cycle, and as dictated by the time clock, pump the effluent through a 115-micron disc filter and then to final drip dispersal. Drip Tubing The drip field supply line conveys the effluent to the drip absorption zone that is being dosed where it is discharged below the soil surface through a patented chemical-resisting pressure compensating self cleaning "drip" poly-tubing emitter. The emitters or "drippers" are located every two feet in the tubing and emit 0.65 gallons per hour per emitter. The dripper lines are automatically scoured (forward flushed) every 25 dosing cycles. This function is activated by the controller, which opens the field flush valve, thus allowing the flushed effluent to be returned to the pretreatment tank. The duration of this cycle is approximately three minutes. The flushing cycle produces a high ©American Manufacturing Company, Inc., 2006 - 3 - www.americanonsite.com r velocity cleansing/scouring action by the effluent along the inside walls of the dripper tubing and P.V.C. Manifolds. The tubing emitters are self-cleaning and require no maintenance. The construction of the drip tubing is unique in that the internal diaphragm and labyrinth provide for an exact amount of effluent to be discharged from each of its emitters, which are spaced at two-foot intervals along the entire length of .the drip tubing. Each emitter maintains a constant flow over pressure ranges of 7 to 70 psi. Because the effluent is distributed at an ultra low rate, large quantities of effluent may be economically distributed over large areas during controlled periods of time without saturating the surrounding soil. Air Release Valves The drip field return line conveys the effluent from the drip absorption zone (used to"flush" or clean the tubing) back to the pretreatment device. Each zone will have an air release valve housed in a small valve box at the highest point of the return manifold pipe. This valve will close when the water pressure arrives at the valve during each dose. The air release valve allows air to reenter the tubing after each dose to allow the tubing to drain. This also. prevents the uphill tubing from draining water into the downhill tubing and overloading downhill tubing. In the event of damage to the air release valve, effluent may leak from the system. This condition should be fixed immediately by replacing damaged parts. Air release valves should not be covered with soil or other material and should always be accessible to the service personnel. Sequence of Operation: PERC-RITES DRIP SYSTEM The pump control panel is equipped with four float switches to control the timed doses to be discharged. The four float switches, "Redundant Off', "Standard Dose Enable", Peak Dose Enable" (optional), and "High Level" function as follows: Redundant Off-The water level must be high enough to overcome the "Redundant Off' (first &bottom) float in order for the pump to be permitted to run. Standard Dose Enable - When the water level rises high enough to overcome the "Standard Dose Enable" (second) float and the time clock has timed out the preset time delay of 180 minutes (rest between dosing cycles for two zone designs) the pump will activate and the lead zone is dosed. The pump will continue to run for the length of time as adjusted on the pump run timer and then shut off. The pump will remain off until the internal time clock again times out the preset time delay (180 minutes) after which the pump will activate (as long as the "Standard Dose Enable" float is still up) and will run until the pump run timer finishes timing out. This process will repeat until the water level drops below the "Standard Dose Enable" float and the pump run timer has timed out. The rest time automatically varies with the number of Zones. Peak Dose Enable -The control system will be equipped with a "Peak Dose Enable" circuit to manage peak flows and excess water use. If the rising water level activates the "Peak Dose Enable" (third) float, the "Pump - Off- Pump & Alarm" switch is set to "Pump", and the preset time delay has exceeded 108 minutes ("Peak Dose Enable" rest between cycles for two zone designs), the lead zone will be dosed. When the peak circuit has been deactivated the normal pumping cycle will resume. If the rising water level activates the "Peak Dose Enable" (third) float, the "Pump - Off- Pump &Alarm" switch is set to "Pump &Alarm", and the preset time delay has exceeded 108 minutes ("Peak Dose Enable" rest between.cycles for two zone designs), the lead zone will be dosed and the "Peak Dose Enable" alarm will be activated. The audio portion of the alarm may be silenced by pressing the Test-Normal-Silence switch to the silence position. When the "Peak Dose Enable" float has returned to the down position the alarm will be deactivated and the normal pumping cycle will resume. The rest time automatically varies with the number of Zones. High Level - If the water level rises enough to overcome the "High Level" (fourth) float, the audiovisual alarm will activate. The audio portion of the alarm may be silenced by pressing the Test-Normal-Silence switch (located on the outside of the control panel) to the silence position. The alarm circuit will auto reset when the "High Level" float returns to its normal (down) position. The high-level alarm float is a wide-angle float in order to latch the alarm signal. CONTROLLER The "state of the art" controller is enclosed in an outdoor electrical control box located near and connected to the hydraulic unit. The control panel uses 115 or 230 volt power and the microprocessor has 120V and 24V AC inputs and relay outputs for automatic operation of the Perc-Rite®Drip System. When in the"Hand" or"Off' position, the manual switches (Hand-Off-Auto) on the door of the control panel completely bypass the microprocessor. The"Hand" position will allow manual operation of the component in the event of a microprocessor failure. NOTE: THE HOMEOWNER ASSUMES FULL RESPONSIBILITY FOR CONDITIONS OR MALFUNCTIONS DUE TO CHANGES IN PUMP RUN TIME BY ANYONE OTHER THAN A QUALIFIED SERVICE REPRESENTATIVE. LEAVING THE PUMP CONTROL IN THE "HAND" POSITION WILL FORCE THE PUMP TO RUN CONTINUOUSLY AND MAY RESULT IN PUMP FAILURE. ©American Manufacturing Company, Inc., 2006 - 4- www.americanonsite.com Normally Open Flowmeter Supply Valves Disc Filters Normally Closed o Field Flush Valve 0 Normally Closed Zone Valves Bockflush Valves Supply From Return To Pump Tank Septic Tank Hydraulic Unit The submersible pump delivers unfiltered effluent through each filter. The filter backflushing schedule is triggered at the beginning of each dose cycle. The backflushing sequence is as follows. One filter valve closes, thus blocking the flow of unfiltered effluent to that filter. After a short delay, the other flushing valve opens, thereby backflushing the unused filter. The accumulated impurities discharge back into the pretreatment unit. The closing and opening procedure of the filter and back flush valves causes a change of flow within the unit to provide effluent from one filter to backflush the other filter. The backflush procedure lasts approximately fifteen seconds then the back flushing valve closes. Only after the first filter has completed its backflushing cycle, will the second filter begin its cycle of backflushing in the same manner as the first. Effluent will then be pumped through clean disc filters, then through the flow meter and finally through the zone valves to the drip field supply line. During extended dose times the disc filters are re-backwashed to assure optimum operation. System Parameters Simplex System w/ 1 or 2 Zones & 2 Disc Filters a. System Fail indicated by high level alarm or unusual wetness in the field. b. Standard Rest time between doses = 180 minutes, 4 doses per day per zone. c. Peak Rest time between doses = 108 minutes, 6.6 doses per day per zone. d. Flow meter on hydraulic unit (record periodically to monitor activity). e. To remove pump or zone from service place its' control switch to 'off". System Parameters Simplex & Duplex System w/ 4 Zones & 2 Disc Filters a. System Fail indicated by high level alarm or unusual wetness in the field. b. Standard Rest time, 4 doses per day per zone;' • 4 zones in use doses = 90 minutes, • 3 zones in use doses = 120 minutes, • 2 zones in use doses = 180 minutes, c. Peak Rest time between doses • 4 zones in use doses = 54 minutes, • 3 zones in use doses = 72 minutes, • 2 zones in use doses = 108 minutes, d. Flow meter on hydraulic unit (record periodically to monitor activity). e. To remove pump or zone from service place its' control switch to "off". ©American Manufacturing Company, Inc., 2006 - 5 - www.americanonsite.com AMEwCAN "PERC-RITE®" WASTEWATER DRIP SYSTEMS 2 ZONE or 4 ZONE SIMPLEX or DUPLEX CONTROLLER SIEMENS MICROPROCESSOR - INPUTS AND OUTPUTS The Siemens microprocessor has inputs on the bottom and outputs on top. The two zone units have 8 inputs (0-7) and 6 outputs (0-5). The three and four zone has the following; Output QO .0 1 .1 1 .2 .3 .4 .5 .6 .7 Q1 .0 .1 Input 1 IO .0 1 .1 1 .2 .3 .4 .5 .6 .7 I1 .0 .1 .2 .3 .4 .5 MICROPROCESSOR - INPUTS AND OUTPUTS R R R R R R E E E E E E F F F F F F A B C A B C Input Input Input Description Output Output Output Description IO IO IO QO QO QO .0 .0 .0 DOSE CUTOUT .0 .0 .0 PUMP 1 1 .1 .1 OFF LEVEL FLOAT .1 .1 . .1 ZONE RETURN .2 .2 .2 DOSE ENABLE FLOAT .2 .2 .2 FILTER 1 .3 .3 .3 PEAK ENABLE FLOAT .3 .3 .3 FILTER 2 .4 .4 .4 RESET/CYCLE START .4 .4 .4 FIELD 1 .5 .5 .5 PUMP 1 .5 .5 .5 FIELD 2 .6 .6 .6 ZONE 1 VALVE .6 .6 FIELD 3 .7 .7 .7 ZONE 2 VALVE .7 .7 FIELD 4 .0 .0 ZONE 3 VALVE .0 .0 PUMP 2 Input Input Input Output Output Output I1 I1 I1 Q1 Q1 Q1 .1 .1 ZONE 4 VALVE .1 .1 ZONE MASTER .2 .2 PUMP 2 3 .3 CURRENT SENSOR .4 .4 HIGH LEVEL (OPTION) .5 .5 AUX. INPUT 1 References:."REF A " is Two Zone Simplex System "REF B " is Four Zone Simplex System "REF C " is Four Zone Duplex System ©American Manufacturing Company, Inc., 2006 - 6- www.americanonsite.com 0 a Output Lights OpmOn00000 aCy� 1C O O �tY PM OCtO p O O aC 1T7 1T - b aaa aaaa au-.em�eo ® ® � O O ..m mmrwmam�u 1 ,S) 00 00000o0 0 115V/1Ph/60H7 PILOT CIRCUIT 115V h 60H ALARM CIRCUIT Input Lights O O PUMP #1 SUPPLY PUMP #1 PEED O O PEAK RESET/ FILTER BACKFLUSH ZONE MASTER LEVEL CYCLE STARTup wwl i44 e2 rasz W.Wo"Aft a ® o o ,M, cc A) .._:, o � oo0 0 ;.A11 A A A A .;A); .(A)) Fbm Ito on 0. rn PUMP 2 PUMP 1 Z ZONE 1 ZONE 2 ZONE 3 ZONE 4 RN 0 O 1VOW40NMb Nv0401NYb W*UTA.b Nm60041m H44-03AI& WM-06AW K.4-00A Ift kk I �120VAC��24VAC��120VAC� B1 B2 T63 PC OFF TE PE HL C 1 lZ A 1 2 2a a RA Ht H2 A2 P2 Al Pt I I DVC (DIRECT VOLTAGE I I CUTOUT) OFF I 1 ! (Blower Fail Option I I 115V STANDARD) O I I TIMER.ENABLE Ft ZM Z 24 I I GND F2 z1 z3 zR I I 0- 1-4--4-I PEAK ENABLE ANTI— PILOT NEUTRAL SOLENOID VALVES 'HEATERI ALARM NEUTRAL F1 = FILTER #1 I I (MAY BE JUMPED TOGETHER I I IF SEPARATE SUPPLIES Q F2 = FILTER #2 L___J ARE NOT REQUIRED) HIGH LEVEL Z1 - ZONE #1 120V/50OW Z2 = ZONE #2 MAX Z3 = ZONE #3 O 0 Z4 = ZONE #4 DRY ALARM CONTACTS ZM = ZONE MASTER (OPTIONAL REMOTE ZR = ZONE RETURN LOCATION ALARM) 1) Leave switches in "Auto" or "Off" - Never leave switches in "Hand" or "On" position. The Off position will take component out of service. 2) To Silence Alarm - On outside of control push "Test-Off-Silence" switch to "Silence" and release. 3) Leave power "on" - There is a strip heater in the hydraulic unit which is powered by the control panel.' Power must be left on to protect unit from freezing. 4) To start automatic cycle - Push and hold "Reset" button for over 5 seconds until an automatic cycle starts. Then release button. 5) Manual Operation - Place "H-O-A" (hand-off-auto) switch to "Hand". This position is like an "on switch" and should operate the individual component regardless of other conditions. ©American Manufacturing Company, Inc., 2006 - 7 - www.americanonsite.com Name: Date: Owners'Address: American Perc-Rite° Drip Startup Log USER LOG Line As-Built Description Number of Zones:_ Date Date Date Date No. Value 1 BEDROOMS 2 GALLONS PER DAY 3 TEXTURE GROUP 4 GPD/FT2 DESIGN SOIL LOADING RATE 5 TOTAL LINEAR FEET TUBING 6 GPD/LF FT DESIGN TUBING LOADING RATE 7 METER READING 8 ZONE 1 LINEAR FEET OF TUBING 9 ZONE 1 NUMBER OF FIELD FLUSH CONNECTIONS 10 ZONE 1 GPM DOSING FLOW RATE 11 ZONE 1 GPM TOTAL FLUSHING FLOW RATE 12 ZONE 1 RUN TIME 13 ZONE 2 LINEAR FEET OF TUBING 14 ZONE 2 NUMBER OF FIELD FLUSH CONNECTIONS 15 ZONE 2 GPM DOSING FLOW RATE 16 ZONE 2 GPM TOTAL FLUSHING FLOW RATE i 17 ZONE 2 RUN TIME 18 ZONE 3 LINEAR FEET OF TUBING 19 ZONE 3 NUMBER OF FIELD FLUSH CONNECTIONS 20 ZONE 3 GPM DOSING FLOW RATE 21 ZONE 3 GPM TOTAL FLUSHING FLOW 22 ZONE 3 RUN TIME 23 ZONE 4 LINEAR FEET OF TUBING 24- ZONE 4 NUMBER OF FIELD FLUSH CONNECTIONS 25 ZONE 4 GPM DOSING FLOW RATE 26 ZONE 4 GPM TOTAL FLUSHING FLOW 27 ZONE 4 RUN TIME 28 PEAK ENABLE CYCLE COUNTER 29 HIGH LEVEL CYCLE COUNTER 30 CONTRACTOR STARTUP REPRESENTATIVE: STARTUP DATE: CONTRACTORS NAME & PHONE: Note to Owner: Any changes to pump run timer should be recorded in manual on this page. AMERICAN MANUFACTURING COMPANY, INC. P.O. BOX 97, ELKWOOD, VA 22718-0097, 1-800-345-3132 ©American Manufacturing Company, Inc., 2006 - 8 - www.americanonsite.com II - ® _ o OA KSN YOUR DRIP DISPERSAL EXPERT IN NEW ENGLAND ROUTINE OPERATION AND MAINTENANCE PROCEDURE FOR PERC-RITE® DRIP DISPERSAL SYSTEM MODELS: ASD, QM, WD A. Field Conditions and Preparation 1. Obtain records from previous visit/start-up 2. Walk the field to determine if wet areas are present 3. Open hydraulic unit and document flow meter reading 4. Calculate and document daily water usage 5. Open pump chamber and check liquid level/floats 6. Trigger alarm float 7. Open valve box and inspect air release valves B. Control Lights and Switch Positions 1. Open the control panel 2. Make sure all HOA switches are in the automatic position 3. Microprocessor: confirm power and run lights are on 4. Verify float LED display corresponds with float positions in pump chamber C. Pump and Valve Operation 1. Turn all HOA switches in control panel to "'OFF" 2. Inspect (and clean if necessary) disc filter(s) 3. Manipulate each HOA switch to test solenoid and valve operation. The flow meter should only turn when a zone valve is open and pump is on 6 Sargent St.,Gloucester, MA 01930 (978) 282-1322 www.oakson.com info@oakson.com July2017 1 Page a J .t ® OA KSN YOUR DRIP DISPERSAL EXPERT IN NEW ENGLAND 4. Place all HOA switches in the "AUTO" position. Hold in the "RESET/CYCLE START" button (approx. 5 seconds) until you hear a click a. At the hydraulic unit, you should witness a complete system cycle b. After pressurization time, document the flow rate(s) by reading the flow meter for a timed minute c. Compare design flow to timed flow (10% tolerance) d. Flow variation is most common sign of system issue e. Inspect air release valves for normal operation D. Septic and/or Pre-treatment Tanks (if incorporated into 0&M contract) 1. Examine and clean effluent filters 2. Document sludge/scum levels in tank 3. Recommend pumping if necessary 4. Service pre-treatment system E. Finishing Up 1. All HOA switches in control ,panel should be in "AUTO" position 2. Close and secure all tanks, hydraulic unit, control panel, and air release valves 3. Fill out operator checklist. Provide copies to homeowner, local BOH, and Oakson within 60 days 6 Sargent St.,Gloucester, MA 01930 (978) 282-1322 www.oakson.com info@oakson.com July2017 2 1 P a g e �5 ® OARS N YOUR DRIP DISPERSAL EXPERT IN NEW ENDLAND �r ROUTINE OPERATION AND MAINTENANCE CHECKLIST FOR PERC-RITE® DRIP DISPERSAL SYSTEM MODELS: ASD, QM, WD Property Address: Date: Time: Air Temperature: Weather Conditions: FIELD CONDITIONS A. Drip dispersal field: visible wet spots YES NO objectionable odor YES NO Comments: B. Air release valves: functioning properly YES NO Comments: FLOAT OPERATION A. Floats: register on PLC YES NO Comments: B. Alarm float: audible/visual YES NO Comments: CONTROL PANEL A. HOA Switches: functioning properly YES NO Comments: B. PLC (microprocessor): power/run lights on YES NO Comments: 6 Sargent St.,Gloucester,MA 01930 (978)282-1322 www.oakson.com info@oakson.com July2017 1 Page oOAKSN YDDR DRIP DISPERSAL EXPERT IN NEW ENGLAND �r HYDRAULIC UNIT A. Disc Filter(s): cleaning required YES NO Comments: B. Valves: opening/closing YES NO Comments: C. Condition: signs of erosion/infiltration YES NO settling/movement YES NO Comments: SEPTIC and/or PRE-TREATMENT TANKS (if included in contract) A. Effluent Filter: cleaning required YES NO N/A Comments: B. Septic tank: pumped since last visit YES NO pumping recommended YES NO 1. Sludge depth: 2. Scum depth: Comments: C. Service pre-treatment system YES NO N/A Comments: Operator signature License No. Company Phone No. Comments/Observations: Flow Meter Reading: Dose Rate(s): Flush Rate(s): 6 Sargent St.,Gloucester, MA 01930 (978)282-1322 www.oakson.com info@oakson.com July2017 2 Page -y� ® f�i COASTAL engineering co. ksry"j February 11, 2019 Project No. C18614.00 ; Board of Health Attn: Thomas McKean, Health Director 200 Main Street Hyannis, MA 02601 Re, Board of Health Drip Dispersal Supplemental Documents Filing Package Assembly Required LLC 617 Main Street Osterville, MA Map 141 Parcel 104-001 Dear Mr. McKean: The Standard Conditions for PERC-RITE Drip Dispersal System Certified for General Use, last revised and issued on November 23, 2016 by the Massachusetts Department of Environmental Protection (MassDEP), require the Designer to certify that the system has been designed in accordance with the Approval, any Company design guidance, and 310 CMR 15.000. This letter will serve to certify that the design shown on the submitted design plans for the above referenced properties., prepared by Coastal Engineering Co., Inc., issue date December 1, 2017, conforms to the General Use Certification Approval issued to American Manufacturing Company, Inc. by MA-DEP, to the design guidance, and 310 CMR 15.000. If you have any questions or comments please contact me at your convenience. Very truly yours, COASTAL ENGINEERING CO., INC. Sean M. Riley, P.E. CFM SMR/cad cc: Matt Kaufmann - KVA D:\D0C\C18600\18614\Permitting\BOH-617 Main Street\2018-03-08-Design Cert.doc Orleans I Sandwich I Nantucket = - l Town of Barnstable P# Department of Regulatory Services snxNsrnsM Public Health Division Date 9�A 039. 10$ 200 Main Street,Hyannis MA 02601 ^yw. rFp MA'S A C5 hkw l 1'0 k. Date Scheduled r Time Fee Pd. loaaj w' M. tea. Soil Suitability Assessment for Sewage Disposal "=5 Performed By: � � ��r��4 A 1 k, Witnessed 33 LOCATION & GENERAL INFORMAtION " Location Address~ "� - ,�/t P � T Owner's Name pk5 S���,a l—� LF Address Be s'To-1-C ."\A, -d21 10 Assessor's Map/Parcel: Engineer's Name 1 NEW CONSTRUCTION REPAIR Telephone# Zj616 '7is5—6q t` Land Use �� �7� Slopes(%) J tl Surface Stones W Distances from: Open Water Body D -�- ft Possible Wet Area _ft Drinking Water Well ft i Drainage Way J ft Property Line t' ft Other ft SKETCH:(Street name,dimensions of lot,exact locations of test holes&perc tests,locate wetlands in proximity to holes) i (17?A c,,,E Fz YA �f�G�Lv o.J 1 �o11�1a1 t43 Parent material(geologic)&J'A(A&Lv JOTW ASA Depth to Bedrock Depth to Groundwater: Standing Water in Hole: . Weeping from Pit Face f Estimated Seasonal High Groundwater 710 DETERMINATION'.FOR SEASONALx HIGH WATERyTABLE „ ...�_ , Method Used: ...... . Depth Observed standing in obs.hole: in. Depth to soil mottles: in. Depth to weeping from side of obs.hole: in. Groundwater Adjustment ft. Index Well# Reading Date: Index Well level Adj.factor Adj.Groundwater Level TTT�� T A TlB1�T Ir�r+C�!�' ;Y .R ,:'v1'3JClT1V'1\ 1 ES - Observation Hole# Time at 9" Depth of Pere Time at 6" Start Pre-soak Time @ +� 00 Time(9"-6") End Pre-soak Rate Min./Inch Site Suitability Assessment: Site Passed Site Failed: Additional Testing Needed(Y/N) Original: Public Health Division Observation Hole Data To Be Completed on Back----------- ***If percolation test is to be conducted within 100' of wetland,you must first notify the Barnstable Conservation Division at least one(1)week prior to beginning. Q:\SEPTIC\PERCFORM.DOC 1 DEEP OBSERVATION`'I30T"E Depth from Soil Horizon Soil' Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders. Consistency.%Graven Litz, DEEP OBSERVATION HOLE LOG Hole# Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders. ` Consistency,%Gravel ? - ► ���G P!� bUiTmo DEEP OBSERVATION:;HOLE.LOG Hole# Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders. Consistency,%Gravel . I 10*4((o DEEP`°OBSERVATION�HOLE LOG Hole.#,. Depth from Soil Horizon Soil Texture Soil Color Soil Other . Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders. .g� Consistency,° Gravel Q � 4 l7 �)�A1� IaY�Glrn a j Flood Insurance Rate May: Above 500 year flood boundary No Yes Within 500 year boundary No X Yes Within 100 year flood boundary No X/. Yes Depth of Naturally Occurring Pervious Material Does at least four feet of naturally occurring pervipjA j material exist in all areas observed throughout the area proposed for the soil absorption system? `�— If not,what is the depth of naturally occurring pervious material? Certification Q I certify that on WtL fill (date)I hav passed the soil evaluator examination approved by the Department of Environmental P tectio ' that the ve analysis was performed by me consistent with the required training,exp se d ex ri ce ed i 310 CMR 15.017. Signature Date I Q:\SEPTIC\PERCFO .DOC 11/30/2018 Assessing As-Built Cards TOWN OF BARNSTABLE LOCATION 417 ►'Mj^ 5�r SEWAGE# VILLAGE (�STGN�(� ASSESSOR'S MAP&LOT INSTALLER'S NAME&PHONE NO. SEPTIC TANK CAPACITY �St� LEACHING FACILITY:(type) s• GAIILe s (size) oZ .ST~�I►t_ NO.OF BEDROOMS_ BUILDER OR OWNER PERMITDATE: 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 wills 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_j,�►SOio� FO/� 1 3y S3 3 p Gy 6 http://www.townofbarnstable.us/Assessing/HMdisplay.asp?mappar=141104001&seq=1 1/2 11/30/2018 Assessing As-Built Cards 7 http://www.townofbarnstable.us/Assessing/HMdisplay.asp?mappar=141104001&seq=1 2/2 Town of Barnstable ECEiP LLAW A� 200 Main Street, Hyannis MA 02601 508-862-4038 Application for Building Permit Application No: TB-18-3780 Date Recieved: 11/15/2018 Job Location: 617 MAIN STREET(OST.),OSTERVILLE Permit For: Building-Detached Accessory Structure-Residential Contractor's Name: JAMES KOULOPOULOS State Lic. No: CS-020280 Address: WALTHAM, MA 02154 Applicant Phone: (781) 795-5072 (Home)Owner's Name: ASSEMBLY REQUIRED LLC Phone: (617)438-8667 -(Home)Owner's Address: 400 ATLANTIC AVENUE, BOSTON, MA 02110 .Work Description: Construction of new non-livable seco ry structure. 4 Total Value Of Work To Be Performed: $100,000.00 Structure Size: 0.00 0.00 0.00 Width Depth Total Area I hereby swear and attest that I will require proof of workers'compensation insurance for every contractor,subcontractor,or other worker before he/she engages in work on the above property in accordance with the Workers' Compensation Act(Chapter 568). 1 understand that pursuant to 31-275 C.G.S.,officers of a corporation and partners in a partnership may elect to be excluded from coverage by filing a waiver with the appropriate District Office;and that a sole proprietor of a business is not required to have coverage unless he files his intent to accept coverage. I hereby certify that 1 am the owner of the property which is the subject of this application or the authorized agent of the property owner and have been authorized to make this application. I understand that when a permit is issued, it is a permit to proceed and grants no right to violate the Massachusetts State Building Code or any other code,ordinance or statute,regardless of what might be shown or omitted on the submitted plans and specifications. All information contained within is true and accurate to the best of my knowledge and belief. All permits approved are subject to inspections performed by a representative of this office. Requests for inspections must be made at least 24 hours in advance. Signed: Ben Bridges 11/15/2018 (781)795-5072 Applicant Date Telephone No. Estimated Construction Costs/Permit Fees Total,Project Cost : $100,000.00 i- Date Paid Amount Paid E Check#or CC# _ Pay Type Total Permit Fee: $610.00 11/26/2018 $676AO- 1343 Check Total Permit Fee Paid: $610.00 77=�����7'7=77] THIS ISAOTAAFERMIT ;9 r ti 111assachweas Department of Environmental Protection i Bureau of Resource Protection GENERAL WELL REPORT i Note: GPS coordinates must be in WGS84 datum in degrees. decimal degree format. ` 0 0 ,I 1.WELL LOCATION GPS(Required) North 1— .�� ,� West.�J�•� Address at Well Location S2t rl M4Yf' ,K) STZEEC ❑ Property Owner En Subdivision/Property Description ❑ g Ineenn g Firm City/Town C.L�S( .r7 I I Ll Mailing Address - Assessors Map Assessors Lot City/Town State Board of Health permit obtained as ❑Not Required Permit Number (, C 'S--Oay Date Issued 2.WORK PERFORMED 3.WELL TYPE 4.DRILLING METHOD 8.ADDITIONAL WELL INFORMATION ® ® ❑ E Overburden Bedrock I Fracture P/� ❑ ­—} Developed ❑N � Enhancement �Y L__� 8.WELL LOG OVERBURDEN LITHOLOGY Drop in Extra " Loss or Disinfected D-Y ❑ N I Surface Seal L1�� Dolt Fast w Addition ! Type LL�Y From To 1 Code Color i Comment ? Stem Drill Rate of Fluid (ft) (ft) Total Well / Depth to 0 f 2J ❑Y ❑F Q,&- ❑ L ❑A Depth Bedrock t ❑Y ❑ F ❑-Sr D L D A 7.CASING wo PLO ❑Y ' [IF ❑L ❑A From To Type Thickness Diameter ❑Y ❑N ❑ F ❑S ❑L DA ® >i I ❑Y DN ❑ F ❑S DL ❑A10 I ❑Y ❑ N ❑F ❑S ❑L ❑A 8.SCREEN ❑Y ❑N ❑F ❑S ❑L ❑A From i To Type Slot size Diameter DY ❑N ❑ F DS DL DA 8.WELL LOG BEDROCK LITHOLOGY ; Extra ❑❑ Drop Extra Fast or Loss or " Visible m ! To ! In Drill Large Slow Addition Rust 8.WATER-BEARING TONES From (ft) ; To Code, Comment Stem Chips Drill of Fluid e Staining I Rate From To Yield ❑Y❑N❑Y❑N❑F❑S❑L❑A❑Y❑N ❑Y❑NDYD\NIDF0S❑LD AID Y[I i ❑Y❑ N❑Y❑ Ni❑F❑BELCH❑Y❑NI ❑Y❑N❑Y❑N❑F❑SJD L❑A❑Y❑N 10.PERMANENT PUMP(IF AVAILABLE) ❑Y❑NJ❑Y❑NI❑F❑3❑L❑A❑Y❑N Pump ❑❑oa Horsepower ❑Y❑N❑Y❑NDF❑S❑LDADY❑ Description ❑Y❑N❑Y❑ NI❑F❑S❑L❑A❑Y❑N Pump Intake Nominal Pump Depth � ❑YDN❑Y❑NIDF❑S❑LDA❑YDN ft Capacity 11.ANNULAR SEAL I FILTER PACK 12.GEOTHERMAL INFORMATION(Opt~;Open Loop only From To Material t Weight Material 2 Weight Water(gal) ,Batches' Method of Thermal Thermal Thermal Formation Conductivity Diffusivity Water r--i (BTU/hrft•°F) 1 (W/day) Temperature(`F n I DEP UIC# Sample taken from this well❑Y ❑1, 13.WELL TEST DATA 14.WATER LEVEL f Date t Yield(GPM) Time Pumpec Pumping Level! Time to Recover Recovery Date I Static Flowing (his' (min, ;ft BGS} Mrs) (,Tin; (ft BGS) Measured I Depth BGS(ft) Rate(gpm) I&COMMENTS 1&WELL DRILLERS STATEMENT This well was drilled or altered under my direct supervision,according to the applicable rules and regulations,and thia report is complete and accurate to the best of my knowledge. Driller )1 n 421F ok/,/s Supervising Driller Signature Certification# S�p Company{,{lr �QjUft)S'4`S t7tl� `e7C. Date Job Complete r� Rig Perms# ; C 7 CERTIFICATE OF ANALYSIS .r, a Barnstable County Health Laboratory (M-MA009) yr4nc�n+s�'' Recipient: Heidi Jenkins Order No.: G18110582 Paul Jenkins&Sons, Inc. Report Dated: 10/18/2018 P O Box 5 Submitter. Well Driller S. Orleans, MA 02662 Description: Lab Analysis Laboratory ID#: 18110582-01 Matrix: Water -Drinking Water Sample#: Sampled: 10/16/2018 12:45 By: PJS Collection Address: 617 Main Street Osterville,MA Received: 10/16/2018 13:50 By: Ellie Sample Location: 'X)ew -#L4 CArT• A-t7vs< Turn Around: 48 Hr Rush Routine ' ITEM RESULT UNITS RL MCL METHOD/f ANALYST TESTED TIME Nitrate as Nitrogen 2.2 mg/L 0.10 10 EPA 300.0 LAP 10/16/2018 14:12 Copper ND mg/L 0.10 1.3 EPA 200.8 CL 10117/2018 12:47 Iron Np mg/L 0.10 0.3 EPA 200.8 - CL 10/17/2018 12:47 pH 6.0 PH AT 25C NA 6.5-8.5 SM 4500-H-13 DC8 10/16/2018 11:48 Sodium 311 mg/L 2.5 20 EPA 200.8 CL 10/18/2018 13:42 Total Coliform Absent P/A 0 0 SM 9223B RG 10/16/2018 15:25 Conductance 1,700 umohs/cm 2.0 EPA 120.1 DCS 10/17/2018 11:51 Sodium level is above the maxium contaminant level. Those on a low sodium diet may wish to consult a physician. Attached please find the laboratory certified parameter list. Approved By: LG't.-L-44 t (Lab Director) ND=None Detected RL = Reporting Limit MCL=Maximum Contaminant Level 3195 Main Street, PO. Box 427, Barnstable, MA 02630 Ph: 508-375-6605 Page: 1 of 1 SITE& LANDSCAPE NOTE: OOC SE 3-5480 REFERENCES: . srz n urmscAPE mlm]cnAs ro uff THE un'sr xnw Aemovm er n[RAwSYAPIt caxmrvAnw e+]YAw sm¢r -�� " / OESIw W93CA E P4NS fw ML�TI➢ID wACMG Alnl R6FR 049RS9w UIIRA uA4�P NE x0 ffiJ-Slyl l'qt ASSESWiS l0i Ht-109-001 G ro TR ARMiECTIRAC/SIRUCNRAE wA9O145 FOR DLYAnwS ..YtlS CROMCITW 9I P90P®SIZE PWl BY COAS]AL ((PART 0!THE i0fll0i 0.0 YAgMAS MRp) -�k'~ � COASTAL . - j' RRATw ro RIP 6 RAINMTIbI.d RRRIFD ROCK 6EVAnONS - ENWASPNO •C2k]-RAN.N 17. " MID BCM DW'[4 PACE B] yw . . _ awwY nnm /_ 7 PAorosmsrz uamwm+rs'nAnn YAr n,mn... p _.r engineering to. y. //, "y�r �pEmB001tn 1an4 A pAT _ COPIS. GSf RAY 1\ 'PLM '\ p - LOT Y 91Cw w PUN 6 LVID DTIEO `'`��Ii sroxws marosn eva�555. LOTS* W4T.D.SAI 0 n 91AN,DADA MD 9Y 3 coAs]u woxmwa mmAxr um.DATFD ' 0-131.POI]. OSIT[RMOF,YA KEY R1AP... FLOOD NOTE• Ram zaP AE N 1P)As slow // EEYECTVE OAT:AAY 1R.SN4 p ya Ij a @ °eA., i i 'I 1 DATUM NOT ��.< �1 1 Ax� EtFVAnus sroAx xEffw ARE 35' wlilwwum—P.,-) ' EASa LME 'J EEEe.n.zx(xew 1s®) { I c.LOT f41-1� ;,'.- mK® o i < i ��t r g ... \ C K -... ..ah` "F"� \ V . ASff590 - p EAS+RAT AST RAY ROAD. - r<k Y "'�"^•'^-.G��+ssz - y7� C� 0 E AEALR—T / w�is -�` §- P.- ,,,, - s-Y y`„aP -AS45SRZ5 4V IAI.PW I1- - O�! nDbSTRYROR y 3 a - 16r � � •, IT mwc - � � xIRAJ K-As \mY v RWmmwml R"" W W H - yn _ .}i V] - .Aw •W'8of♦ / nu p Rsx7 — � m¢R ffeuo � I C) aNN awm ZONING COMPLIANCE TABLE. M__ ( P POW �. ZOMNG DISTRICT: RF-1(aEsroExnni) a (MAL) a SUBJECT REWIRED USING .PROPOSED x 2 W ARU Y;SWa SF.. 97♦1.513 V. ... IN CNYR£ - \ — _ - - �]wK/ a .. AS-- ' z iTCNTIO£ PO R. PP429 R XO CHAKE . .. .. a Am LOMiAU(TIONOP'G fROM YARD A R. 311.]S R. 3W23 R... - DSSE4g25 YIP tAl. .'. •. ._ IMS.POIR �9PtQ C - . W wA(FAIT) U R. PISS R PI.O3 R. N)E.BAY ROAD `-— OFLMc 4AVII M AUB YY RAFxSiABIE—D—T MC —Ym(MT) IS R. PPRBS R. NO CHANCE aiuzx®Pv iffAR YPIp 15 R. .YOBS R. ]9.53 R. a t >� 810DOF XEWT 50 R:OR PJ SNM6 YYffi-IS NOTED w MAPS-K NOfFD OX � APtlNIECMUI MIAS AMHIIFLTIPM PW6 - Y PLAN C/� A�.9 , ..x is a w so... .. �/"-3 7 a n FOTRMALOASRDENS ISSUED FOR BUILDING PERMIT 10-05-2018 .Axxr.m�. cIeN+N.00 • rGr 7 , , r 't�• � a • �' '�. -�'�7w *• �� a rA� .�=•s". 'r 1* l$No. v P, Fee s, BOARD OF HEALTH �y ^ TOWN OF BARNSTABLE ac / 01a 0(ppYicatiou jFor Yell ou5tructiou Permit 11Q A p ication is hereby made for a permit to Construct( Alter( ), or Repair( an individual well at: � T o ,?�rv�p i l �A 2C 4§ (g YVI�i tJ c`7'� � v 1 F" Location-Address —�^ Assessors ap and Parcel o n Ci Address rJ 1(�ri S CD1e1l_ZX24 Lk t3(fo 1-2 "S. L92 �'l7vs Installer-Driller Add less Type of Building Dwelling Other-Type of Building Q007A �bto No. of Persons Type of Well 9 VJ i (.t7XAt, Capacity 4�7,vn Purpose of Well LOZ(2tA7—Lc)O Agreement: The undersigned agrees to install the afore described individual well in accordance with the provisions of the Town of Barnstable Board of Health Private Well P tection Regulation-The undersigned further agrees not to place the well in operation until a Certific ompli has been issued by the Board of Health. Signed Date Application Approved By 1 I Date Application Disapproved for the following reasons: n� l Date Permit No. �� � _&:Z,LI Issued ) 1 '4 ) 19 Date --------------------------------------------------------------------------------------------------------- BOARD OF HEALTH TOWN OF BARNSTABLE Certificate of Compliance THIS IS TO CERTIFY,that the individual well \ Constructed( ), Altered( ), or Repaired( ) by l 19__ Installer at W (�� \ P`/� has been installed in accordance with the provisions of the Town of Barnstab a Board of Health Private Well Protection Regulation as described in the application for Well Construction Permit No. ( L( Dated_ I I THE ISSUANCE OF THIS CERTIFICATE SHALL NOT BE CONSTRUED AS A GUARANTEE THAT THE WELL SYSTEM WILL FUNCTION SATISFACTORILY. Date Inspector _ 4 e No. � . Fee r t, BOARD OF HEALTH TOWN OF BARNSTABLE C0 C rrvz ZippYication lot' Yell Construction Permit A plication is hereby made,for a permit to Construct Alter( ), or Repair( an individual well at: _ 11J yV)JQf h�p 5:EoMeT 5-tP Nu' l�Q 1""'1 ' i�CC;,;: r Location-Address Assessors Map and Parcel O,dm�r Address G ►J rJ S c,J��� t,�..(�� cam. 5 5b. (12- �S Installer-Driller Ad ess 0. / Type of Building l� Dwelling Other-Type of Building. (_&90 A No. of Persons v Type of Well �-- t� �p4(J LAD-e,u Capacity Purpose of Well i 2� Ca-AT-jok_J Agreement: The undersigned agrees to install the afore described individual well in accordance with the provisions of the Town of Barnstable Board of Health Private Well Protection Regulation-The undersigned further agrees not to place the well in operation'until a Certificate-o Complianee has been issued by the Board of Health. Signed tj Date u ¢ Application Approved By Date Application Disapproved for the following reasons: i 1 Date Permit No. �����(� —�' 1- Issued 1 Date BOARD OF HEALTH TOWN OF BARNSTABLE Certificate of Compliance THIS IS TO CERTIFY,that the individual well Constructed( ), Altered( ), or Repaired( ) by Installer at has been installed in accordance with the provisions of the Town of Barnstable Board of Health Private Well rotec 'on Regulation as described in the application for Well Construction Permit No.J, _1 ' {<<� j Dated �� THE ISSUANCE OF THIS CERTIFICATE SHALL NOT BE CONSTRUED AS A GUARANTEE THAT THE WELL SYSTEM WILL FUNCTION SATISFACTORILY. Date Inspector BOARD OF HEALTH TOWN OF BARNSTABLE VC11 COw5truction permit Z� 5 No. 1 r\� .C, 6 eG� u Fee W \ Permission is hereby granted to ,n� Installer to Construct(V'f\ Alter( ), or Repair( )_ an individual well at: No. �� �-7 /77)q� r\ S / I { )' Street ) l as shown on the application for a Well Construction Permit No.J ' Q i _ ated Date 4 Approved By GENERAL CONTRACTOR. / 441.0 ' COASTAL I ANDSCAPE ARCHITECT swsr eer , OWL N If NFL .6 , '� � \•\ e\ `�. KEY MAP // A(L` '`� \. kl\'.. REFERENCES: �'tt+�F'' C �\ ,\""`,\ `/ ��; -�le ® -l'`. _\• j -' �J 1 �m�usm.mom ♦ ,.� � � _ p�'aima�rmm , : / _@ Ell XE ISIINC .m., .. . . El ° o a 01 A a z • aa.np w `\ \ -. °rw.um10' PARXW POND .. PROPOSED �` ` (MAU �IgI�I Cn y 3 i "" m.. EXISTING SEPTIC SYSTEM NOTES \,, PLAN .; w 4 3 "°'"'°'""" ,� �� � --, _` \•---' IRRIGATION BELL NOTES 1' � i -^ "� �mz"'�" ON-SIZE DRAINAGE NOTE.• ARCHITECT NOTE• I INTERCONNECTIVE ROUTES SYSTEM 7 AUD/OMSUAL .mm�� �m«�m. °°"O'°"`°m°'""'""'� crnac OF DEMOLITION 000�01. DRAINAGE&SEPTIC DETAILS: SITE&LANDSCAPE NOTE: CO.. o, p � " " � ISSUED FOR IRRIGATION WELL PERMIT 08-02-2018 S n„3�^ �� � �� w� SOS- a5�=asyi Town of Barnstable Office:508-862-4644 � Regulatory Services Department Fax:508-790-6304 Y' snK.�s Public Health Division w 'rn�t�. MASS; Thomas A.McKean,CHO t4 200 Main Street, Hyannis, MA 02601 Payment Receipt ;Well Payment received: $45.00 (Check) on 8/6/2018 Permit number: W2018-024 i i jCheck number: 27105 Check amount: $226.25 Name on check: Paul Jenkins&Sons, Inc. PO Box S. ISo.Orleans, MA i Business: Paul Jenkins&Sons Owner: ASSEMBLY REQUIRED LLC ;Address: 617 MAIN STREET(OST.), Osterville I (Note: Well Permit(4th of 5 within grouping of parcels)+Service Fee $1.25 g- il►r1 AP -e.c.US .+� ; , l ,-,o;f- ThiC s ssE�:s�•v's ,'�.c�`' W can' c Y,c:.�:,z u�,f-� New Parcel Lines O MP v 141102 Gardiner Ln. 141104002 ►\ #9 Gardiner„Ln. • �,.• fir, 141103 #28 Gardiner Ln. yr" . 141105 141104001 #617 Main St. ; #8 East Bay Rd. 141104005 '�. �,#27 Gardiner Ln, t�h 141104004 #106 East,Bay Rd. 'Qo 141123001 P - � � #110 East Bay Rd. y - 0 130 260 Feet • • . • i Legend Road Names ��il► . .; p� r I 14111�=I; 4 25 r r �t 1 - A , a Map printed on: 11/30/2018 This map is for illustration purposes only.It is not Parcel lines shown on this map are only graphic Town of Barnstable GIS Unit adequate for legal boundary determination or representations of Assessor's tax parcels.They are Feet regulatory interpretation.This map does not represent not true property boundaries and do not represent —aLj-Main Street,Hyannis,MA 026ot O 21 42 an on-the-ground survey.It may be generalized,may not accurate relationships to physical objects on the map 5o8-862-4624 reflect current conditions,and may contain such as building locations. Approx.Scale: 1 inch= 21 feet cartographic errors or omissions. gis@town.barnstable.ma.us TOWN OF PROPERTY • • PR �� Legend BARNST • + - Road Names .l -i1 '• l � a „e �,• � 7 •: i 1M! .. 141104004 •- #106 Map printed on: 11/30/2018 This map is for illustration purposes only.It is not Parcel lines shown on this map are only graphic Town of Barnstable GIS Unit adequate for legal boundary determination or representations of Assessor's tax parcels.They are Feet regulatory interpretation.This map does not represent not true property boundaries and do not represent SGbq-Main Street,Hyannis,MA o26oi O 21 42 an on-the-ground survey.It may be generalized,may not accurate relationships to physical objects on the map 5o8-862-4624 reflect current conditions,and may contain such as building locations. Approx. Scale: 1 inch= 21 feet cartographic errors or omissions. gis@town.barnstable.ma.us - -JI r 0 'Y'—oo( Commonwealth of Masizehusetts Title 5 Official: Inspection Form Subsurface Sewage Disposal System Form -Not for Voluntary Assessments 617 Main Street I Property Address Nigel &Amanda Brighton Owner wner's Name information is required for ever'ever'V Osteryille MA 02655 6/2/14 page. Clty/Town State Zip Code Date of Inspection i Inspection results must be submitted on this form. Inspection forms may not be altered in any way. Please see completeness.•checklist at the end of the form. Important:When A. General Informati®n filling out forms on the computer, 'i use only the tab 1 Inspector: key to move your cursor-do not use the return James Ford key. Name of Inspector t, Company Name P.O. Box 49 Company Address re7� Osterville MA City/Town 02655 G State Zip Code 508-862-9400 ,,. S12482 Telephone Number License Number 'f B. Certification I certify that I have personally inspected the sewage disposal system at this address and that the information reported below is trt;je; accurate and complete as of the time of the inspection.The inspection was performed based on my training and experience in the proper function and maintenance of on site sewage disposal systems. I am'a DEP approved system inspector pursuant to Section 15.340 of Title 5(310 CMR 15.000). The'system: ® Passes ❑ Conditionally Passes ❑ Fails ❑ Needs Further v luation by the Local Approving Authority 6/2/14 Inspe 's Ignatu Date The sy tem inspecto shall submit a copy of this inspection report to the Approving Authority(Board of H h or DEP)wi in 30 days of completing this inspection. If the system is a shared system or has a design flow of 10,000 gpd or greater, the inspector and the system owner shall submit the report to the appropriate regional office of the DEP. The original should be sent to the system owner and copies sent to the buyer., if applicable, and the approving authority. ****This report only describes;I,;onditions at the time of inspection and under the conditions of use at that time. This inspection`does not address how the system will perform in the future under the same or different condtions of use. 7/g/w—zc- t5ins•3/13 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 1 of 17 `v i Commonwealth of Massachusetts Title 5 Offi ci [ Inspection Form Subsurface Sewage Disposal System Form -Not for Voluntary Assessments i. ^M 617 Main Street Property Address Nigel &Amanda Brighton Owner Owner's Name information is required for every Osterville MA 02655 page. 6/2/14 P City/Town State Zi Code Date of Inspection B. Certification (cont.) Inspection Summary: Check; A,B,C,D or E/always complete all of Section D A) System Passes: , ® 1 have not found any information which indicates that any of the failure criteria described in 310 CMR 15.303 or j"in:-310 CMR 15.304 exist. Any failure criteria not evaluated are indicated below. Comments: ' r i� N B) System Conditionally Passes: ❑ One or more system components as described in the"Conditional Pass" section need to be replaced or repaired. The system, upon completion of the replacement or repair, as approved by the Board of Health, will pass. s ' • Check the box for"yes", 'np"or"not determined"(Y, N, ND)for the following statements. If"not determined," please explain:. The septic tank is metal and over 20 years old"or the septic tank(whether metal or not) is structurally unsound, exhibits substantial infiltration or exfiltration or tank failure is imminent. System will pass inspection if the existing tank is replaced with a complying septic tank as approved by the Board of Health. i "A metal septic tank will pass inspection if it is structurally sound, not leaking and if a Certificate of Compliance indicating that the tank is less than 20 years old is available. ❑ Y ❑ N El ND (Explain below): ii l5ins•3/13 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 2 of 17 ''- tt 4r f: i! i i , Commonwealth of Massachusetts Title 5 Official` Inspection Form s Subsurface Sewage Dis osal 9 p system Form Not for Voluntary Assessments M a 617 Main Street Property Address ;' Nigel &Amanda Brighton Owner owners Name information is required for every Osterville MA 02655 6/2/14 page. Citylrown State Zip Code Date of Inspection B. Certification (cont.) ❑ Pump Chamber pumps/alarms not operational. System will pass with Board of Health approval if Pumps/alarms are repaired. B) System Conditionally Passes(cont.): ❑ Observation of sewage backup or break out or high static water level in the distribution box due to broken or obstructed pip'e(s)or due to a broken, settled or uneven distribution box. System will pass inspection if(with approval of Board of Health): ❑ broken pipe(s)€':q'p replaced ❑ Y ❑ N ❑ ND (Explain below): ❑ obstruction is removedjF ❑ Y ❑ N ❑ ND (Explain below): ❑ distribution box'is Leveled or replaced ❑ Y ❑ N ❑ ND (Explain below): 7 ❑ The system required p6rn.0ing more than 4 times a year due to broken or obstructed pipe(s). The system will pass inspection if(with approval of the Board of Health): ❑ broken pipe(s)are`replaced ❑ Y ❑ N ❑ ND Ex( plain below): , ❑ obstruction is r§moved ❑ Y ❑ N ❑ ND (Explain below): S, I C) Further Evaluation is Required by the Board of Health: ❑ Conditions exist which require further evaluation by the Board of Health in order to determine if the system is failing to protect public health, safety or the environment. 1. System will pass unless Board of Health determines in accordance with 310 CMR 15.303(1)(b)that the system is not functioning in a manner which will protect public health, safety and the environin.ent: ❑ Cesspool or privy is within 50 feet of a surface water ❑ Cesspool or privy ; is within 50 feet of a bordering vegetated wetland or a salt marsh I . t5ins•3/13 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 3 of 17 Commonwealth of MassAchusetts Title 5 Officia ` Inspection Form Subsurface Sewage Disposal,System Form - Not for Voluntary Assessments e 617 Main Street Property Address Nigel &Amanda Brighton Owner Owner's Name information is required for every Osterville MA 02655 page. City/Town State Zi Code 6/2/14. P Date of Inspection B. Certification (cont.) 2. System will fail unless the Board of Health (and Public Water Supplier, if any) determines that the system is functioning in a manner that protects the public health, safety and environment: ❑ The system has a septic tank and soil absorption system (SAS)and the SAS is within 100 feet of a surface water supply or tributary to a surface water supply. ❑ The system has a septic tank and SAS and the SAS is within a Zone 1 of a public water supply. I ❑ The system has aseptic tank and SAS and the SAS is within 50 feet of a private water supply well. I >' ❑ The system has a septic':tank and SAS and the SAS is less than 100 feet but 50 feet or more from a private water supply well". Method used to determirie.distance: "*This system passes if the well water analysis, performed at a DEP certified laboratory, for fecal coliform bacteria indicates absent and the presence of ammonia nitrogen and nitrate nitrogen is equal to or less than 5 ppm, provided that no other failure criteria are triggered. A copy of the analysis must be attached to this form. 3. Other: d: i E+ ti= (i j: D) System Failure Criteria Applicable to All Systems: You must indicate"Yes" i1r`No"to each of the following for all inspections: Yes No ❑ ® Backup of sewage into facility or system component due to overloaded or clogged SAS or cesspool ❑ ® Discharge or ponding of effluent to the surface of the ground or surface waters due to an overloaded or clogged SAS or cesspool ❑ ® Static t�iquid.level in the distribution box above outlet invert due to an overloaded or clogged SAS or cesspool ❑ ® Liquid ilepth in cesspool is less than 6" below invert or available volume is less than %;day flow t5ins•3/13 € Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 4 of 17 S: q L r Commonwealth of Massachusetts Title 5 Official, Inspection Form a Subsurface Sewage Disposal tistem Form =Not for Voluntary Assessments •` 617 Main Street M C• Property Address Nigel &Amanda Brighton a. Owner Owner's Name information is required for every Osterville MA 02655 6/2/14 page. City/Town , State ZipCode Date of Inspection B. Certification (cont) Yes No ❑ ® Required pumping more than 4 times in the last year NOT due to clogged or obstructed pipe(s). Number of times pumped: ❑ ® Any por?tion of the SAS, cesspool or privy is below high ground water elevation. ® Any p E] oMon of cesspool or privy is within 100 feet of a surface water supply or tributary to a surface water supply. ❑ ® Any `d'aion of a cesspool or privy is within a Zone 1 of a public well. :A. ❑ ® Any portion of a cesspool or privy is within 50 feet of a private water supply well. I,i ❑ ® Any portion of a cesspool or privy is less than 100 feet but greater than 50 feet from a,:private water supply well with no acceptable water quality analysis. [This systempasses if thewell water analysis, performed at a DEP certified labor`.atory,for fecal coliform bacteria indicates absent and the presence of ammonia nitrogen and nitrate nitrogen is equal to or less than 5 ppm, provided that no other failure criteria are triggered. A copy of the analysis and chain of custody must be attached to this form.] ❑ ® The system is.a cesspool serving a facility with a design flow of 2000gpd- 10,000gpd. ❑ ® The system fails. I have determined that one or more of the above failure criteria exist as described in 310 CMR 15.303, therefore the system fails. The system owner should contact the Board of Health to determine what will be k. necessary to correct the failure. E) Large Systems: To be conidered a large system the system must serve a facility with a design flow of 10,000 gpd'to 15,000 gpd. j For large systems, you must indicate either"yes" or"no"to each of the following, in addition to the questions in Section D. Yes No P? F; ❑ ❑ the system is within 400 feet of a surface drinking water supply ❑ ❑ the systetn is within 200 feet of a tributary to a surface drinking water supply t,l :: El El the system is located in a nitrogen sensitive area (Interim Wellhead Protection Area IWPA)or a mapped Zone II of a public water supply well If you have answered "yes"to any question in Section E the system is considered a significant threat, or answered "yes" in Section R above the large system has failed. The owner or operator of an large e system considered a significant threat under Section E or failed under Section D shall upgrade he system in accordance with $116 CMR 15.304. The system owner should contact the appropriate regional office of the Department. t5ins•3/13 I .. Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 5 of 17 c i Commonwealth of Massachusetts W Title u 5 Officials Inspection Form a Subsurface Sewage Disposal System Form Not for Voluntary Assessments 617 a Main Street Property Address 4 Nigel &Amanda Brighton Owner Owners Name information is required for every Osterville MA 02655 6/2/14 page. City/Town E State ZipCode Date of Inspection C. Checklist Check if the following havdi'been done. You must indicate"yes" or"no"as to each of the following: i' Yes No I' ,f ® ❑ Pumping-information was provided by the owner, occupant, or Board of Health ❑ ® Were anj of the system components pumped out in the previous two weeks? ® ❑ Has the;system received normal flows in the previous two week period? ❑ ® Have large volumes of water been introduced to the system recently or as part of this inspection? ® ❑ Were ag,built plans of the system obtained and examined? (If they were not availably,mote as N/A) ❑ ® Was the.facility or dwelling inspected for signs of sewage back up? ® ❑ Was th 'site inspected for signs of break out? ® ❑ Were all system components, excluding the SAS, located on site? ® ❑ Were tf e'septic tank manholes uncovered, opened, and the interior of the tank inspected for the condition of the baffles or tees, material of construction, dimensions, depth of liquid, depth of sludge and depth of scum? ❑ ® Was the facility owner(and occupants if different from owner) provided with information on the proper maintenance of subsurface sewage disposal systems? The size and location of the Soil Absorption System (SAS) on the site has been determined based on: ® ❑ Existing;;in form ation. For example, a plan at the Board of Health. ® ❑ Determined in the field (if any of the failure criteria related to Part C is at issue approxir4ation of distance is unacceptable) [310 CMR 15.302(5)] D. System Information Residential Flow Conditions: Number of bedrooms (design):; 3 Number of bedrooms (actual): 3 DESIGN flow based on 310 L;MR 15.203(for example: 110 gpd x#of bedrooms): 330 t� t tNns•3/13 {' Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 6 of 17 r f 1. j r ` Commonwealth of Massachusetts Title 5 Official,: Inspection Form Subsurface Sewage Disposal System Form - Not for Voluntary Assessments ;M 617 Main Street r, Property Address !, it Nigel &Amanda Brighton Owner Owners Name a information is required for every Osterville MA 02655 6/2/14 page. Cltyrrown State ZipCode Date of Inspection D. System Information f, Description: i s' Number of current residents,' 4 l : G Does residence have a garbbge grinder? ® Yes ❑ No Is laundry on a separate sewage system?(Include laundry system inspection information in this report.) ❑ Yes ® No Laundry system inspected?,�. ❑ Yes ® No Seasonal use? El Yes ® No Water meter readings, if available (last 2 years usage(gpd)): Detail: Sump pump? s' iF ❑ Yes ® No Last date of occupancy: ; currently '•' Date Commercial/Industrial Flo` Conditions: Type of Establishment: Design flow(based on 310 CMR 15.203): Gallons per day(gpd) Basis of design flow(seats/persons/sq.ft., etc.): Grease trap present? ❑ Yes ❑ No Industrial waste holding tank;present? ❑ Yes ❑ No Non-sanitary waste discharged to the Title 5 system? El Yes ❑ No Water meter readings, if available: t5ins 3/13 iF Title 5 Official Inspection Form:Subsurface Sewage Disposal System-Page 7 of 17 !i _ Commonwealth of Massachusetts Title 5 Officiai in a spection Form 3 Subsurface Sewage Disposal system Form -Not for Voluntary Assessments �M 617 Main Street Property Address ;l Nigel &Amanda Brighton 1i Owner Owners Name information is required for every Osterville MA 02655 6/2/14 page. City/Town State Zip Code Date of Inspection D. System Information (cont.) Last date of occupancy/user.. ' Date Other(describe below): Y ' 1al General Information Pumping Records: Source of information: 4 years per owner Was system pumped as part:of the inspection? ❑ Yes ® No If yes, volume pumped: gallons How was quantity pumped determined? Reason for pumping: Type of System: ;. ® Septic tank`:;distribution box, soil absorption system ❑ Single cesspool ❑ Overflow cesspool ❑ Privy ❑ Shared system (yes or no) (if yes, attach previous inspection records, if any) ❑ Innovative/�iternative technology. Attach a copy of the current operation and maintenance contract(to be obtained from system owner)and a copy of latest inspection of the I/A system by system operator under contract ❑ Tight tank. Attach a copy of the DEP approval. ❑ Other(describe): t5ins•3/13 Title 5 Official Inspection Forth:Subsurface Sewage Disposal System•Page 8 of 17 � 1 , is C I. V Commonwealth of Massachusetts Title 5 Official( Inspection Form Subsurface Sewage System Dis osaf S P y, m Form Not for Voluntary Assessments 617 Main i' Street Property Address Nigel &Amanda Brighton Owner Owners Name information is required for every Osterville I MA 02655 6/2/14 page. City/Town State Zip Code Date of Inspection D. System Information (cont.) Approximate age of all components, date installed (if known)and source of information: installed on 8/20/1996- er as:-built Were sewage odors detectod when arriving at the site? El Yes ® No Building Sewer(locate on!site plan): Depth below grade: i; feet Material of construction: ❑ cast iron ® 40 PVC ❑ other(explain): Distance from private water,supply well or suction line: feet Comments (on condition of ioints, venting, evidence of leakage, etc.): Septic Tank(locate on siteplan): Depth below grade: 18" i feet Material of construction: ® concrete ❑ m;�tal ❑fiberglass ❑ polyethylene ❑ other(explain) i. If tank is metal, list age: years Is age confirmed by a Certififcate of Compliance? (attach a copy of certificate) ❑ Yes ❑ No Dimensions: 1500 gal. Sludge depth: ; 2 t5ins•3/13 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 9 of 17 I f f. i Commonwealth of Massachusetts Title 5 Offici-If Inspection Form Subsurface Sewage Disposal system Form - Not for Voluntary Assessments °M 617 Main Street R Property Address Nigel &Amanda Brighton 6' Owner Owners Name information is required for every Osterville MA 02655 6/2/14 page. City/Town State Zip Code Date of Inspection D. System Information (Cont.) Septic Tank(cont.) ;i Distance from top of sludge:to bottom of outlet tee or baffle 30 Scum thickness 6 i Distance from top of scum to;top of outlet tee or baffle 6 Distance from bottom of scum.to bottom of outlet tee or baffle 10 How were dimensions determined? measure Comments (on pumping recommendations, inlet and outlet tee or baffle condition, structural integrity, liquid levels as related to outlet invert, evidence of leakage, etc.): The liquid level was even with the outlet invert. There was no sign of Ieakage.Both cover were 6" below grade. Grease Trap (locate on site`plan): Depth below grade: ' C! feet Material of construction: ; } t° is ❑ concrete ❑ metal ❑fiberglass ❑ polyethylene l ❑ other(explain): il• l Dimensions: Scum thickness Distance from top of scum to top of outlet tee or baffle Distance from bottom of scuin to bottom of outlet tee or baffle Date of last pumping: Date t5ins•3113 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 10 of 17 Commonwealth of Massachusetts a Title 5 Offici inspection Form Subsurface Sewage DisposAl System Form - Not for Voluntary Assessments 617 Main Street Property Address Nigel &Amanda Brighton Owner Owners Name information is required for every Osterville i`. MA 02655 6/2/14 page. Cityfrown State Zip Code Date of Inspection D. System Information (cont.) Comments (on pumping recommendations, inlet and outlet tee or baffle condition, structural integrity, liquid levels as related to outlet invert, evidence of leakage, etc.): Tight or Holding Tank(tare=must be pumped at time of inspection) (locate on site plan): Depth below grade: Material of construction: ` I ❑ concrete ❑ metal ❑fiberglass ❑ polyethylene a., ; ❑ other(explain): N/a Dimensions: Capacity: gallons Design Flow: gallons per day Alarm present: f+ ❑ Yes ❑ No Alarm level: Alarm in working order: ❑ Yes ❑ No Date of last pumping: Date Comments (condition of alarm?and float switches, etc.): a *Attach copy of current pumping contract(required). Is copy attached? El Yes ❑ No t5ins•3/13 Title 5 Official Inspection Form:Subsurface Sewage Disposal system•Page 11 of 17 x Commonwealth of Massachusetts - Title 5 Official' Inspection Form Subsurface Sewage Disposal System Form -Not for Voluntary Assessments wM 617 Main Street Property Address Nigel &Amanda Brighton Owner Owner's Name information is required for every Osterville MA 02655 6/2/14 page. City/Town State Zi Code P Date of Inspection D. System Information (cont.) Distribution Box(if preselit must be opened)(locate on site plan): Depth of liquid level above outlet invert even Comments (note if box is level and distribution to outlets equal, any evidence of solids carryover, any evidence of leakage into or-put of box, etc.): The D-box was normal: j, Pump Chamber(locate on'site plan): i ; Pumps in working order: ❑ Yes ❑ No' Alarms in working order: ❑ Yes ❑ No Comments (note condition di pump chamber, condition of pumps and appurtenances, etc.): * If pumps or alarms are not.iWworking order, system is a conditional pass. I' Soil Absorption System (SAS)(locate on site plan, excavation not required): If SAS not located, explain why: t5ins•3/13 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 12 of 17 ,j. Commonwealth of Massachusetts W Title 5 Official Inspection Form Subsurface Sewage Disposal System Form - Not for Voluntary Assessments `M 617 Main Street Property Address Nigel &Amanda Brighton Owner Owner's Name information is required for every Osteryille MA 02655 6/2/14 page. CRY/rown State Zi ` P Code Date of Inspection D. System Information (cont.) Type: ❑ leaching pits number: ® leaching charnb,ers number: 5-4'x4'galleys w/2'of stone ❑ leaching galleries number: ❑ leaching trenches number, length: ❑ leaching fields_ number, dimensions: ❑ overflow ces°pool number: ❑ innovative/a(ternative system em Type/name of.technology: Comments (note condition of soil, signs of hydraulic failure, level of ponding, damp soil, condition of vegetation, etc.): The galleys were clean. no sign of failure. A camera was-used to inspect 7; iy Cesspools (cesspool must abe'pumped as part of inspection) (locate on site plan): Number and configuration Depth—top of liquid to inlet invert Depth of solids layer Depth of scum layer Dimensions of cesspool Materials of construction ' Indication of groundwater inflow ❑ Yes ❑ No t5ins•3/13 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 13 of 17 I Commonwealth of Massachusetts Title 5 Official] inspection Form Subsurface Sewage Disposal System Form - Not for Voluntary Assessments `M 617 Main Street Property Address Nigel &Amanda Brighton Owner Owner's Name information is required for every Cisterville MA 02655 6/2/14 page. Clty/Town State Zip Code Date of Inspection D. System Information (cont.) Comments (note condition' f soil, signs of hydraulic failure, level of ponding, condition of vegetation, etc.): ii Privy(locate on site plan): Materials of construction: Dimensions , Depth of solids Comments (note condition of soil, signs of hydraulic failure, level of ponding, condition of vegetation, etc.): N/a r i. t e i;. f' (Sins•3/13 !' Title 5 Official Inspection Form:Subsurface Sewage Disposal system•Page 14 of 17 i Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form -Not for Voluntary Assessments 617 Main Street Property Address Nig el &Amanda Brighton on Own er Owner's Name information is required for every Osteryille M page. Clty/Town A 02655 6/2/14 State Zi Code P Date of Inspection D. System Information (cont.) Sketch Of Sewage Disposal System: Provide a view of the sewage disposal system, including ties to at least two permanent reference landmarks or benchmarks. Locate all wells within 100 feet. Locate where public water supply enters the building. Check one of the boxes below: ® hand-sketch in the area below ❑ drawing attached separately it GW4SC all I O O a a E 33 sa 3 av` ,t a. 3 3y s3 `� yD G11 t5ins•3/13 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 15 of 17 r s i ; . • Commonwealth of Massachusetts U Title 5 Official inspection Form Subsurface Sewage Disposal System Form -Not for Voluntary Assessments M a,••'•y 617 Main Street Property Address Nigel &Amanda Brighton Owner Owner's Name information is required for every Osterville MA 02655 6/2/14 page. City/Town _ State Zip Code Date of Inspection D. System Information° con Site Exam: ❑ Check Slope ❑ Surface water ❑ Check cellar it ❑ Shallow wells }, Estimated depth to high ground water: 18' feet Please indicate all methods!used to determine the high ground water elevation: ❑ Obtained from system design plans on record If checked, dateof design plan reviewed:' pate ❑ Observed site (abutting property/observation hole within 150 feet of SAS) ® Checked with local Board of Health-explain: Using topo and'Water contours maps ❑ Checked with local excavators, installers-(attach documentation) ❑ Accessed USG database -explain: You must describe how you,;established the high ground water elevation: I see above i. is Before filing this Inspection Report, please see Report Completeness Checklist on next page. l5ins-3/13 t Title 5 Official Inspection Form:Subsurface Sewage Disposal System-Page 16 of 17 i t Commonwealth of Massachusetts Title 5 Official inspection Form a Subsurface Sewage Disposal System Form- Not for Voluntary Assessments 617 Main Street I` Property Address Nigel &Amanda Brighton Owner information is Owner's Name required for every Osterville + ' MA 02655 6/2/14 page. CityfTown State Zip Code Date of Inspection E. Report Completeness Checklist ® Inspection Summary:A,,8;C, D, or E checked ® Inspection Summary D (System Failure Criteria Applicable to All Systems)completed ® System Information—F-stirpated depth to high groundwater ® Sketch of Sewage Disposal System either drawn on page 15 or attached in separate file J. ! li t ; l ' t5ins•3/13 i; t Title 5 Official Inspection Form:Subsurface Sewage Disposal System-Page 17 of 17 CERTIFICATE OF ANALYSIS Page: 1 of 1 Barnstable County Health Laboratory (M-MA009) AOHu ' Report Prepared For: Report Dated: 9/28/2012 Sally Desmond Desmond Well Drilling Order No.: G1271245 P O Box 2783 Orleans, MA 02653 Laboratory ID#: 1271245-01 Description: Water-Irrigation Well Sample#: Sample Location: 617 Main St. Osterville, MA Collected: 09/26/2012 Collected by: Customer Received: 09/27/2012 Routine ITEM RESULT UNITS RL MCL METHOD# TESTED Nitrate as Nitrogen 4.2 mg/L 0.10 10 EPA 300.0 9/27/2012 Copper ND mg/L 0.10 1.3 SM 3111E 9/27/2012 Iron ND mg/L 0.10 0.3 SM 3111E 9/27/2012 pH 6.3 PH AT 25C NA 6.5-8.5 SM 4500-H-13 9/27/2012 Sodium 28 mg/L 1.0 20 SM 3111B 9/27/2012 Total Coliform Absent P/A 0 0 SM9223 9/27/2012 Conductance 190 umohs/cm 2.0 EPA 120.1 9/27/2012 _,Sodium level is above the maxium contaminant level. Those on a low sodium diet may wish to concult a physician. Attached please find the laboratory certified parameter list. Approved By: _ 17/9 (Lab Director) ND=None Detected RL = Reporting Limit MCL=Maximum Contaminant Level Superior Court House, PO. Box 427, Barnstable, MA 02630 Ph: 508-375-6605 l WELL DRILLER Please specify work performed: Address at well location: New Well Street Number: Street Name_: FmA N STREET -� Please specify well type: Building Lot#: `- ' Assessor's Map#: Irrigation Assessor's Lot#: ZIP Code: Number Of Wells: 02655 ity/Town: Well Location LISTABLE In public right-of-way: GPS tlt Yes tj, No North: West: 41.62771 -� 70.37809 -� i Subd!vision/Property/De scri ption: Mailing Address: click here if same as well location address Property Owner: Street Number: Street Name: NIGEL BRIGF rroN 617 STRE T City/Town: _ State: Engineering Firm: BARNSTABLE _1 MASSACHUSETTS ZIP Code: 02655 —� Board of health permit obtained: ji Yes tit Not Required Permit Number: Date Issued: W2012 023 cR 0cm so M Lmassacnusetts uepariment oT tnvironmentai vrotecuon �^ Bureau of Resource Protection—Well Driller Program Well Completion Reports(General) Well Driller - General Well Form DRILLING METHOD Overburden Bedrock Auger --Choose Bedrock WELL LOG OVERBURDEN LITHOLOGY From Drop In Extra fast or slow Loss or addition of (ft) To(ft) Code Color Comment drill stem drill rate fluid Sand And Gravel Brown £ Ye J4 Fast ,jI Siow ,js Loss ,j,t Addition 25 Fine To Coarse Sand Brown Fast jJj Slow Addition 25 F3-57 Fine To Coarse Sand Brown Ye Fast Slow I tj Loss ji Addition WELL LOG BEDROCK LITHOLOGY _ Visible Extra From Drop in Extra fast or slow Loss or addition of To(it) Code Comment Rust Large (ft) drill stem drill rate fluid Staining Chips Choose Code C Ye Jji Fast if,Slow Y�s Loss rja Addition ADDITIONAL WELL INFORMATION Developed �jj Yes ,j, No Disinfected ,Jt Yes Total Well Depth 135 Depth to Bedrock Fracture -------- Surface Seal Type None Enhancement t)r Yes Jj,No ri s CASING a Is Casing above ground. From, i:�T0 y p e Thickness Diameter Driveshoe 0 rra ®'32 : Polyvinyl Chloride 1 Schedule 40 Ye SCREEN e.`No Scree From') Type Slot Size Diameter 32 ti: 35 Stainless Steel Well Point 0.012 WATER-BEARING ZONES e. DRY WEL From To Yield (gpm) F2o-----1 35 12 PERMANENT PUMP(IF AVAILABLE) 2 Wire Constant Speed Pump Description Horsepower Submersible 314 Pump Intake Depth(ft) 131 �� Nominal Pump Capacity(gpm) 115 �—� �' OQ�77gai114�7caa�7 a/GF/fiUIGa VI VI IV al vn n6c11 as 1 ravacaiuvIs LBureau of Resource Protection—Well Driller Program Well Completion Reports(General) 1 ANNULAR SEAL/FILTER PACK From To Material 1 Weight Material 2 Weight Water Batches Method Of Placement (gal) Choose Material Choose Material � �-Choose One-- WELL TEST DATA Time Pumping Time To Date Method Yield (gpm) Pumped Level (ft Recover Recovery (ft BGS) _ (HH:MM) BGS) (HH:MM) 9/25/2012 Constant Rate Pump 12 1:30 22 0:01 20 WATER LEVEL Date Measured Static Depth BGS (ft) Flowing Rate (gpm) 9/25/2012 20 12 COMMENTS WELL DRILLERS STATEMENT This well was drilled or altered under my direct supervision, according to the applicable rules and regulations, and this report is complete a knowledge. Driller PATRICKDESMOND7 Registration# 877 Monitoring[M] Supervising Drill Firm I DESMOND WELL DRIW7 Rig Permit# 024 Date Job Compl NOTE:Well Completion Reports must be filed by the registered well driller within 30 days of well completion. Fee BOARD OF HEALTH TOWN OF BARNSTABLE Application-*r Well CongtructionPermit Application is hereby made for a permit to Construct (A Alter ( ), or Fepair ( )an individual Well at: 44 Location — Address Assessors Map and Parcel O ner �^I"� `� 1�-, Address VYIIC4 -------- -Installer ----------------------- — Driller _ Address Type of Building Dwelling _—_---_—_— Other - Type of Building No. of t� ® Svc. CC Type of Well -�.-��-_ Capacity Purpose of Well- — — Agreement: The undersigned agrees to install the aforedescribed individual well in accordance with the provisions of The Town of Barnstable Board of Health Private Well Protection Regulation - The undersigned further agrees not to place the well in operatio until a Certificate.of Complian has been issued by the Board of Health.( Sign ---------_— -o F=� I- _ date Application Approved By —__—_____-__ LZI i 2 date --__--_ Application Disapprov for the following reasons: date (.J2�iZ — 023 7i /2_0t Permit No. -- Issued--c� -1------------_-----_ _------ date BOARD OF HEALTH TOWN OF BARNSTABLE Certificate Of Compliance THIS IS TO CERTIFY, That the Individual Well Constructed (/),-Altered ( ), or Repaired ( ) by— �Y> �L�14- 1 --- ------------ =-- --------__-------- ,, ' � installer at-_ � �;� n �rAA' has been installed in accordance with the provisions of the Town of Barnstable Board of Health Private Well/Protection Regulation as described in the application for Well Construction Permit NoW 0�3Dated THE ISSUANCE OF THIS CERTIFICATE SHALL NOT BE CONSTRUED AS A GUARANTEE THAT THE WELL SYSTEM WILL FUNCTION SATISFACTORY. DATE -- - Inspector ti ti ---No., ��Z -� 3 Fee TS-------------- BOARD OF HEALTH TOWN OF BARNSTABLE �j Zippticat ion-for Well Con0ructionPermit k 5 Application^is hereby made for a permit to Construct (�), Alter ( ), or Fepair ( )an individual,Well at: Location — Address Assessors Map and Parcel Owner — Address lrnt�,, A r'A t trt. �l)�� �._2-1_ 0 c�to Y.s . 3453 Installer — Driller �� — -- Address Type of Building Dwelling __—_-_------------__-___-- Other - Type of Building—;-____—__--____ No. of Persons------ ----_-_. Type of Well t� S(M b w�' Ca acit � S- Purpose of Well-\ oaf- .____—�-- ——— J Agreement: The undersigned agrees to install the aforedescribed individual well in accordance with the provisions of The Town of Barnstable Board of Health Private Well Protection Regulation — The undersigned further agrees not to place the well in operation until a Certificate .of Complianc has been issued by the Board of Health. u j l Signe _____—_�_--__— _��ZU ---- date Application Approved By ________—____--_— /z-I Zo I Z date ---_._----- Application Disapprov for the following reasons: date Permit No. — —_ — Issued--- - — dace —----- i BOARD OF HEALTH TOWN OF BARNSTABLE Certificate Of Compliance THIS IS TO CERTIFY, That the Individual Well Constructed (✓), Altered ( ), or Repaired ( ) by�_ CU)'M ��a\�_�1\�� tInstaller - -- -- ----------------------------------------------- has been installed in accordance with the provisions of the Town of Barnstable Board of Health Private Well Protection Regulation as described in the application for Well Construction Permit Dated {_x THE ISSUANCE OF THIS CERTIFICATE SHALUNOT BE CONSTRUED AS A GUARANTEE THAT THE WELL SYSTEM WILL FUNCTION SATISFACTORY. DATE - Inspector------- - - ='-_--__—-_-- BOARD OF HEALTH TOWN OF BARNSTABLE Y Well Con!gtructionPermit bj Zo (-2——0 o. ---- .I l Fee Permission is hereby granted 1) G c w-'r"A wom to Construct (✓), Alter ( ), or Repair ( ) an Individual Well at: ----------------------------------------------------- street as shown.�on the application for a Well Construction Permit No.�Zb t Z — �Z-3 -- Dated— ��Z-1 -�� �Z`=- =-- - -- DATE Z �(7 /` Z"B, N 1 \ 17.70, I I R 507.99' 0 L = 12.83' JOSEPH P. & ANN M. WILLIAMS a V, BOOK" 1345 PAGE 227 0 ()o C.B. FND. 'i V ' E r) AD!1. Co 3 266A 1-} L 0 T C.B. FND.• � .. i `��' o a .ory v . . ( .Ck J �, h^ C.B. FND cn •rye^� �� �'—�� " GQ # o O 20 N h' C.B. FND. m �ry ^ l C.B. FND y� bt ` Ci ENO OF P A EN1 .L _1�YLOPC�E%� C.B. FND. •' �' J�\i�� !ol eo \ — �2 2 O4ao 17.51 C.B. FND. A 9'\ ABANDON i -* `.. N 1 B EXISTING C- 8enchmaKk ed\' , - 4 SET �o h �� �.� � •� l \ p% ` LET tax JAILo C.B. FND. of l00' \ DISTURBED \ �. �O C.B. FND. \ �o. OFF .9 ILO QA4 Z1.0 TP .A #A6 0 4) #A7 Tl� LOT 4 52,244 sq.ft. UPLAND O 31,725 sq.ft. WETLAND LOT 3 \ TOTAL \ 83969 sq.ft. 1 .93 acres { �, °�= I`• I I Ins `\ Baxter Nye Engineering & Surveying 78 North Street,Hyannis,Massachusetts 02601 February P, 2005 Mr. David Newton C.H.Newton Builders, Inc. 617 Main Street Osterville, Massachusetts 02655 Re: Septic System Capacity,Ribatt Residence 617 Main Street, Osterville Dear Mr.Newton, --- Asper_y_our_requestl iav-e-eva f_thie existing septic system. • Septic Tank— 1,500 gallons/1.5 = 1,000 gpd 1,000 gpd/110 gpd per bedroom=9 bedrooms • Leaching System—5-4'x 4' galleys with 2' stone Sidewall: ((8'+24')x 2)x 4' x 2.5 gpd/s.f. = 640 gpd Bottom: 8'x 24'x 1.0 gpd/s.f. = 192 gpd 832 gpd 832 gpd/110gpd per bedroom=7 bedrooms If you need any further assistance please call me. Sincerely, Ste en A. Wilson, P.E. cc: R.C. Zinnershine #2003-057 %battSeptic.doc Phone (508)771-7502; Fax (508) 771-7622 ti COMMONWEALTH OF MASSACHUSETTS EXECUTIVE OFFICE OF ENVIRONMENTAL AFFAIRS DEPARTMENT OF ENVIRONMENTAL PROTECTION F1REOEIVED U zou;3 TOvvi4 Of bi-NN6(ABLE TITLE 5 HEALTH DEPT. OFFICIAL INSPECTION FORM - NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM FORM PART A CERTIFICATION i Property Address: 617 Main Street Osterville, MA 02655 Owner's Name: Ted Kneale Owner's Address: Same Date of Inspection: July 2, 2003 Name of Inspector: (Please Print) James M. Ford Company Name: James M. Ford Map: 141 Mailing Address: P.O. Box 49 Parcel: 104 Osterville,MA 02655-0049 Telephone Number: (508) 862-9400 CERTIFICATION STATEMENT I certify that I have personally inspected the sewage disposal system at this address and that the information reported below is true,accurate and complete as of the time of the inspection. The,inspection was performed based on my training and experience in the proper function and maintenance of on site sewage disposal systems. I am a DEP approved system inspector pursuant to Section 15.340 of Title 5(310 CMR 15.000). The system: ✓ Passes Conditionally Passes Needs Further Evaluation by the Local Approving Authority Fai Inspector's Signature: Date: July 6, 2003 The system inspector shall sub t a copy of this inspection report to the Approving Authority(Board of Health or DEP)within 30 days of completing this inspection. If the system is a shared system or has a design flow of 10,000 gpd or greater,the inspector and the system owner shall submit the report to the appropriate regional office of the DEP. The original should be sent to the system owner and copies sent to the buyer, if applicable, and the approving authority. Notes and Comments ****This report only describes conditions at the time of inspection and under the conditions of use at that time. This inspection does not address how the system will perform in the future under the same or different conditions of use. Title 5 Inspection Form 6/15/2000 page I l'I f Page 2 of 11 4 OFFICIAL INSPECTION FORM - NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART A CERTIFICATION (continued) Property Address: 617 Main Street Osterville, AM Owner: Ted Kneale Date of Inspection: July 2, 2003 Inspection Summary: Check A,B,C,D or E/ALWAYS complete all of Section D A. System Passes: ✓ I have not found any information which indicates that any of the failure criteria described in 310 CMR 15.303 or in 310 CMR 15.304 exist. Any failure criteria not evaluated are indicated below. Comments: B. System Conditionally Passes: One or more system components as described in the"Conditional Pass" section need to be replaced or repaired. The system,upon completion of the replacement or repair, as approved by the Board of Health,will pass. Answer yes, no or not determined(Y,N,ND) in the for the following statements. If"not determined", please explain. The septic tank is metal and over 20 years old* or the septic tank(whether metal or not) is structurally unsound,exhibits substantial infiltration or exfiltration or tank failure is imminent. System will pass inspection if the existing tank is replaced with a complying septic tank as approved by the Board of Health. *A metal septic tank will pass inspection if it is structurally sound,not leaking and if a Certificate of Compliance indicating that the tank is less than 20 years old is available. ND explain: Observation of sewage backup or break out or high static water level in the distribution box due to broken or obstructed pipe(s)or due to a broken, settled or uneven distribution box. System will pass inspection if (with approval of Board of Health): broken pipe(s)are replaced obstruction is removed distribution box is leveled or replaced ND,explain: The system required pumping more than 4 times a year due to broken or obstructed pipe(s). The system will pass inspection if(with approval of the Board of Health): broken pipe(s)are replaced obstruction is removed ND explain: 2 Page 3 of 11 OFFICIAL INSPECTION FORM - NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART A CERTIFICATION (continued) Property Address: 617 Main Street Osterville, MA Owner: Ted Kneale Date of Inspection: July 2, 2003 C. Further Evaluation is Required by the Board of Health: Conditions exist which require further evaluation by the Board of Health in order to determine if the system is failing to protect public health, safety or the environment. 1. System will pass unless Board of Health determines in accordance with 310 CMR 15.303(1)(b) that the system is not functioning in a manner which will protect public health,safety and the environment: Cesspool or privy is within 50 feet of a surface water _ Cesspool or privy is within 50 feet of a bordering vegetated wetland or a salt marsh 2. System will fail unless the Board of Health(and Public Water Supplier,if any)determines that the system is functioning in a manner that protects the public health,safety and environment: The system has a septic tank and soil absorption system (SAS)and the SAS is within 100 feet of a surface water supply or tributary to a surface water supply. The system has a septic tank and SAS and the SAS is within a Zone 1 of a public water supply. The system has a septic tank and SAS and the SAS is within 50 feet of a private water supply well. _ The system has a septic tank and SAS and the SAS is less than 100 feet but 50 feet or more from a private water supply well". Method used to determine distance "This system passes if the well water analysis,performed at a DEP certified laboratory, for coliform bacteria and volatile organic compounds indicates that the well is free from pollution from that facility and the presence of ammonia nitrogen and nitrate nitrogen is equal to or less than 5 ppm,provided that no other failure criteria are triggered. A copy of the analysis must be attached to this form. 3. Other: 3 Page 4 of 11 OFFICIAL INSPECTION FORM - NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART A CERTIFICATION (continued) Property Address: 617 Main Street Osterville, MA Owner: Ted Kneale Date of Inspection: July 2, 2003 D. System Failure Criteria applicable to all systems: You must indicate either"yes"or"no"to each of the following for all inspections: Yes No T ✓ Backup of sewage into facility or system component due to overloaded or clogged SAS or cesspool ✓ Discharge or ponding of effluent to the surface of the ground or surface waters due to an overloaded or clogged SAS or cesspool ✓ Static liquid level in the distribution box above outlet invert due to an overloaded or clogged SAS or cesspool ✓ Liquid depth in cesspool is less than 6" below invert or available volume is less than '/z day flow ✓ Required pumping more than 4 times in the last year NOT due to clogged or obstructed pipe(s). Number of times pumped— ✓ Any portion of the SAS, cesspool or privy is below high ground water elevation. _ ✓ Any portion of cesspool or privy is within 100 feet of a surface water supply or tributary to a surface water supply. ✓ Any portion of a cesspool or privy is within a Zone 1 of a public well. ✓ Any portion of a cesspool or privy is within 50 feet of a private water supply well. ✓ Any portion of a cesspool or privy is less than 100 feet but greater than 50 feet from a private water supply well with no acceptable water quality analysis. [This system passes if the well water analysis, performed at a DEP certified laboratory,for coliform bacteria and volatile organic compounds indicates that the well is free from pollution from that facility and the presence of ammonia nitrogen and nitrate nitrogen is equal to or less than 5 ppm,provided that no other failure criteria are triggered. A copy of the analysis must be attached to this forma No (Yes/No)The system fails. I have determined that one or more of the above failure criteria exist as described in 310 CMR 15.303,therefore the system fails. The system owner should contact the Board of Health to determine what will be necessary to correct the failure. E. Large System: To be considered a large system the system must serve a facility with a design flow of 10,000 gpd to 15,000 gpd• You must indicate either"yes"or"no"to each of the following: (The following criteria apply to large systems in addition to the criteria above) Yes No the system is within 400 feet of a surface drinking water supply the system is within 200 feet of a tributary to a surface drinking water supply the system is located in a nitrogen sensitive area(Interim Wellhead Protection Area- IWPA)or a mapped Zone II of a public water supply well If you have answered"yes to any question in Section E the system is considered a significant threat,or answered "yes" in Section D above the large system has failed. The owner or operator of any large system considered a significant threat under Section E or failed under Section D shall upgrade the system in accordance with 310 CMR 15.304. The system owner should contact the appropriate regional office of the Department. 4 Page 5 of 11 OFFICIAL INSPECTION FORM - NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART B CHECKLIST Property Address: 617 Main Street Osterville, MA Owner: Ted Kneale Date of Inspection: July 2, 2003 Check if the following have been done: You must indicate"yes"or"no"as to each of the following: Yes No ✓ _ Pumping information was provided by the owner,occupant,or Board of Health ✓ Were any of the system components pumped out in the previous.two weeks? ✓ _ Has the system received normal flows in the previous two week period? ✓ Have large volumes of water been introduced to the system recently or as part of this inspection ? ✓ Were as built plans of the system obtained and examined?(If they were not available note as N/A) ✓ Was the facility or dwelling inspected for signs of sewage back up? ✓ _ Was the site inspected for signs of break out? ✓ Were all system components, excluding the SAS, located on site? ✓ _ Were the septic tank manholes uncovered,opened, and the interior of the tank inspected for the condition of the baffles or tees,material of construction,dimensions, depth of liquid,depth of sludge and depth of scum ? ✓ _ Was the facility owner(and occupants if different from owner)provided with information on the proper maintenance of subsurface sewage disposal systems? The size and location of the Soil Absorption System(SAS)on the site has been determined based on: Yes No ✓ Existing information. For example,a plan at the Board of Health. ✓ _ Determined in the field(if any of the failure criteria related to Part C is at issue approximation of distance is unacceptable) [310 CMR 15.302(3)(b)). 5 Page 6 of 11 OFFICIAL INSPECTION FORM - NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION Property Address: 617 Main Street Osterville, MA Owner: Ted Kneale Date of Inspection: July 2, 2003 FLOW CONDITIONS RESIDENTIAL Number of bedrooms(design): 3 Number of bedrooms(actual): 3 DESIGN flow based on 310 CMR 15.203 (for example: 110 gpd x#of bedrooms): 330 Number of current residents: 2 Does residence have a garbage grinder(yes or no): Yes Is laundry on a separate sewage system(yes or no): No [if yes separate inspection required] Laundry system inspected(yes or no): No Seasonal use(yes or no): No Water meter readings, if available(last 2 years usage(gpd)): Unavailable Sump Pump(yes or no): No Last date of occupancy: Currently occupied COMMERCIAL/INDUSTRIAL Type of establishment: Design flow(based on 310 CMR 15.203): pd Basis of design flow(seats/persons/sgft,etc.): Grease trap present(yes or no): Industrial waste holding tank present(yes or no) Non-sanitary waste discharged to the Title 5 system (yes or no): Water meter readings, if available: Last date of occupancy/use: OTHER(describe): GENERAL INFORMATION Pumping Records Source of information: Never pumped-per owner Was system pumped as part of the inspection(yes or no): No If yes,volume pumped: _gallons--How was quantity pumped determined? Reason for pumping: The owner was going to have the system pumped after the inspection for maintenance TYPE OF SYSTEM ✓ Septic tank,distribution box, soil absorption system Single cesspool Overflow cesspool Privy Shared system (yes or no) (if yes,attach previous inspection records, if any) Innovative/Alternative technology. Attach a copy of the current operation and maintenance contract(to be obtained from system owner) Tight Tank Attach a copy of the DEP approval Other(describe): Approximate age of all components,date installed(if known)and source of information: Auz 20196-per as built card Were sewage odors detected when arriving at the site(yes or no): No 6 Page 7 of 11 OFFICIAL INSPECTION FORM - NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION (continued) Property Address: 617 Main Street Osterville, MA Owner: Ted Kneale Date of Inspection: July 2, 2003 BUILDING SEWER(locate on site plan) Depth below grade: Materials of construction: _cast iron _40 PVC other(explain): Distance from private water supply well or suction line: Comments(on condition of joints,venting,evidence of leakage, etc.): SEPTIC TANK: ✓ (locate on site plan) Depth below grade: 18" Material of construction: ✓ concrete _metal _fiberglass _polyethylene _other(explain) If tank is metal list age: Is age confirmed by a Certificate of Compliance(yes or no): (attach a copy of certificate) Dimensions: 1500 gal. Sludge depth: 2" Distance from top of sludge to bottom of outlet tee or baffle: 30" Scum thickness: 10" Distance from top of scum to top of outlet tee or baffle: 6" Distance from bottom of scum to bottom of outlet tee or baffle: 8" How were dimensions determined: Measuring stick Comments(on pumping recommendations, inlet and outlet tee or baffle condition,structural integrity, liquid levels as related to outlet invert,evidence of leakage,etc.): Tees were present. The liquid level was even with the outlet invert. There were no signs of leakage. The inlet cover was 10" below grade. GREASE TRAP: None (locate on site plan) Depth below grade: Material of construction: _concrete _metal fiberglass _polyethylene _other (explain): Dimensions: Scum thickness: Distance from top of scum to top of outlet tee or baffle: ` Distance from bottom of scum to bottom of outlet tee or baffle: Date of last pumping: Comments(on pumping recommendations, inlet and outlet tee or baffle condition, structural integrity, liquid levels as related to outlet invert,evidence of leakage,etc.): 7 Page 8 of 11 OFFICIAL INSPECTION FORM - NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION (continued) Property Address: 617 Main Street Osterville, M4 Owner: Ted Kneale Date of Inspection: July 2, 2003 TIGHT or HOLDING TANK: None (tank must be pumped at time of inspection)(locate on site plan) Depth below grade: Material of construction: _concrete _metal fiberglass _polyethylene _other(explain): Dimensions: Capacity: gallons Design Flow: gallons/day Alarm present(yes or no): Alarm level: Alarm in working order(yes or no): Date of last pumping: Comments(condition of alarm and float switches,etc.): DISTRIBUTION BOX: ✓ (if present must be opened)(locate on site plan) Depth of liquid level above outlet invert: Even Comments(note if box is level and distribution to outlets equal,any evidence of solids carryover, any evidence of leakage into or out of box,etc.): The D-box was level. No solids were present. PUMP CHAMBER: None (locate on site plan) Pumps in working order(yes or no): Alarms in working order(yes or no) Comments(note condition of pump chamber,condition of pumps and appurtenances,etc.): } 8 • Page 9 of 11 OFFICIAL INSPECTION FORM - NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION (continued) Property Address: 617 Main Street Osterville, AM Owner: Ted Kneale Date of Inspection: July 2, 2003 SOIL ABSORPTION SYSTEM(SAS): ✓ (locate on site plan,excavation not required) If SAS not located explain why: Type leaching pits,number: leaching chambers,number: ✓ leaching galleries,number: S-4'x 4'galleries with 2'stone-per as built card leaching trenches,number, length: leaching fields, number,dimensions: overflow cesspool,number: Innovative/alternative system Type/name of technology: Comments(note condition of soil, signs of hydraulic failure, level of ponding,damp soil,condition of vegetation, etc.): The galleries had 2"of water on the bottom. The scum line was at the same level. There were no signs of failure. The bottom to grade was TV The cover was 20"below grade. CESSPOOLS: None (cesspool must be pumped as part of inspection)(locate on site plan) Number and configuration: Depth -top of liquid to inlet invert: Depth of solids layer: Depth of scum layer: Dimensions of cesspool: Materials of construction: Indication of groundwater inflow(yes or no): Comments (note condition of soil,signs of hydraulic failure, level of ponding,condition of vegetation, etc.): PRIVY: None (locate on site plan) Materials of construction: Dimensions: Depth of solids: Comments(note condition of soil, signs of hydraulic failure, level of ponding,condition of vegetation, etc.): 9 Page 10 of 11 OFFICIAL INSPECTION FORM - NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION (continued) Property Address: 617 Main Street Osterville, AM Owner: Ted Kneale Date of Inspection: July 2, 2003 Map: 141 Parcel: 104 SKETCH OF SEWAGE DISPOSAL SYSTEM Provide a sketch of the sewage disposal system including ties to at least two permanent reference landmarks or benchmarks. Locate all wells within 100 feet. Locate where public water supply enters the building. 1 1 ��qSL A a 1 33 Sol 01 p 3 a 3� 153 3 yo �y 6 10 7 Page 11 of 11 OFFICIAL INSPECTION FORM - NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION (continued) Property Address: 617 Main Street Osterville, MA Owner: Ted Kneale pate of Inspection: July 2, 2003 SITE EXAM Slope Surface water Check cellar Shallow wells Estimated depth to ground water 18 +/- feet Please indicate (check) all methods used to determine the high ground water elevation: Obtained from system design plans on record- If checked, date of design plan reviewed: Observed site(abutting property/observation hole within 150 feet of SAS) ✓ Checked with local Board of Health-explain: topographic and water contours maps Checked with local excavators, installers-(attach documentation) Accessed USGS database-explain: You must describe how you established the high ground water elevation: Using the Barnstable topographic map and the Cape Cod Commission water contours map the maps were showing approximately 18'+/-to ground water at this site. This report has been prepared and the system inspected and passed as of the date of inspection. This report is not a warranty or guarantee that the system will function properly in the future. There have been no warranties or guarantees, either expressed, written or implied, relating to the system, the inspection and/or this report. 11 T No, .. . Z S� : Imo, � � `5-A M A 1 doo �_. .. Fx ............_............_ THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH ........�_C�.�.t.iV►............OF...... .. ................................ Allp iration for Uhipaii al Works Tonotrnrtion Famit Applicatin , hereby made for a Permit to Construct ( ) or Repair (� an Individual Sewage Disposal System alt:�SS� 1 1 KAi 6%'. .... ....c�. -. ................ �---•-•.......................•-------•.A..................................................... W Location-Address L V►� 2 6�l. M>�� V �� w -------•-•---•-- : ..... nerS A Ld5do t�Ns CL .. ............ _..... _ o.. �aC�................. .. pus �._._....... a Installer 1 43 rC A2�( �EC7 Qvta Address Type of Building Size Lot.U 5z,14.14.......Sq. feet Dwelling—No. of Bedrooms......S......... -_•-___--_•-._-----_Expansion Attic Garbage Grinder (V05 Other—T e of Building .............. No. of persons....................... _ Showers — Cafeteria Pa Other fixtures --------------- --------------- - W Design Flow..........._5,5._._:+-W1,b-----gallons per person per day. Total daily flow......1 ?- .........................gallons. f cr 1:4 Septic Tank—Liquid capacity.19DD-gallons Length_)D._- ". Width4.`-&'. Diameter---------------- Depth..S.-. 'z.... xDisposal Trench—No. .................... Width_._..____ ...____.. Total Length.................... Total leaching area....................sq. ft. Seepage Pit No.___.!.............. Biarrtetm:__Sk_1 ... Depth below inlet._.............. Total leaching area.__bi_ q._ _s ft. z Other Distribution boxes Dosing tank 41)) pp� '-' Percolation Test Results Performed by._.?Psl�—eA-&,4. ............................. Date..t 17-19 4........._.. a t -K&T--EA _W Test Pit No. 1_._.�Z__.__minutes per inch Depth of Test Pit___._12-......__. Depth to ground water Test Pit No. 2.... -Z....minutes per inch Depth of Test Pit....._Z..--------- Depth to ground water........................ Description of Soil - -1` ®^ !n t 1�x3 Z �z `.....--�--� (V D--- �Z v U ------------------------------------024-Z: L� _S B �-_ ..... �---- ------------------A u.D------- w x U Nature of Repairs or Alterations—Answer when applicable................................................................................._..._.......__. Agreement-. The undersigned agrees to install the aforedescribed Individual Sewage Disposal System in accordance with the provisions of TITLE 5 of the State Environmental Code—The undersigned further agrees not to place the system in operation until a Certificate of Complia ,. has been issue alth. �Signed ....-.... -- --- --------- --------- ---------------. --- .Date Application Approved BY" � ✓ .a�.ati... - i e Application Disapproved for the following reasons- ---------------------------------------------------------------------------------------------------------------------------------------- --------------------- - -------......................----............................--------....----.....------ ---- -- -- G� Dare Permit No. f.. ... .................... Issued .......... Date - ' TOWN OF BARNSTABLE LOCATION M�t^ SEWAGE # '`iV"LLAGE OSTervi(� ASSESSOR'S MAP & LOT INSTALLER'S NAME&PHONE NO. SEPTIC TANK CAPACITY l SW LEACHING FACILITY: (type) �• GAI�.yS (size) ali ST—Oh�— NO. OF BEDROOMS BUILDER OR OWNER �� ke AL- PERMITDATE: 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 leachi g facility) Feet Furnished by L/t S/J �o,-A T �0/2 A ► B j a x a 31 S3 3 Ee-lo �y, THE FOLLOWING IS/ARE THE BEST IMAGES FROM POOR QUALITY ORIGINAL (S) - �- I i M A, G,�� L DATA � TOWN OF BARNSTABLE .AO��f'� l A �C.- SEWAGE # / ILI AGE WL, ASSESSOR'S MAP & INSTALLER'S NAME & PHONE NO. SEPTIC TANK CAPACITY LEACHING FACILITY:(type) ��\�� (size) NO. OF BEDROOMSPRIVATE WELL OR PUBLIC WATER BUILDER OR OWNER V�C;N DATE PERMIT ISSUED: r / DATE COMPLIANCE ISSUED:( act VARIANCE GRANTED: Yes No ouk x cO 3� A � t� �o 5c ttey S, ��o ati0 GovKr 5���� t ............... THE COMMONWEALTH OF MASSACHUSETTS �., BOARD OF HEALTH ....C._\a..._I�.........-.OF... (-.�Z;i_US.1�-�(_�................................ Appliration for lliipuittl Workii Tnnstrnrtinn Vamit Application is hereby made for a Permit to Construct ( ) or Repair (K) an Individual Sewage Disposal System at: AK-A ty)/k, eSou� Lou �( _o � - s. u E l,` C� ...... - ............. ---- ---•-----------------------................._------ AA / Location-Address < n n r !/� or Lot No. _ ...................... Gt'(:l.l ..... —`Lt�3� Iy`(�:ry �� V�'I at2e��`7t R�i. LAZ. .._.. .... ... -•....................................... Owner Address W Installer !J Address a1 �wS LIr_ y ��k d Type of Building Size Lot..U_1AA......_Sq. feet U ., Dwelling—No. of Bedrooms....___._______ Expansion Attic 4`(:) Garbage Grinder NG)5 Other—T e of Building No. of persons............................ Showers — Cafeteria al Other fixtures .................................. _ w Design Flow............5-Jam--.... `�p•-•__gallons per person per day. Total daily flow...... &:•............. ............gallons. WSeptic Tank—Liquid capacity_I W...gallons Length14?. =r.'_ Widths ' Diameter________________ Depth..S.._a.. x Disposal Trench—No..................... Width.................... Total Length.................... Total leaching area....................sq. ft. Seepage Pit No......!-------------- l5inmreter.--- ... Depth below inlet.. ............. Total leaching area.. ..sq. ft. Z Other Distribution box (Y6 Dosing tank go) '-' Percolation Test Results Performed by.-.` ' lXT _A�!`�_4-._1_►- _L............. Date..Z/7.(9.4---------_-.. a Test Pit No. 1..... &-.....minutes per inch Depth of Test Pit-----12_......... Depth to ground water&4u-1-_&�CUO-tZ,::e C,2 Test Pit No. 2....L. .....minutes per inch Depth of Test Pit-----!Z........... Depth to ground water........................ ---------------------------------------------------------------------•--- O Description of Soil....D.1:__L._... ..... ..�H�h"� _.��S�t2......Lz ��' r� 5A(V .................................................. V ----••-••••••••--------•-----•----- = Z...... ® wi �c�r3 .:.. ---- Y1`1 `'v_l7.__..................................................... w UNature of Repairs or Alterations—Answer when applicable................................................................................................ ---• --•-----------------•-•--•-----------------------•--•---••-...•------•••----------•----•-•---•---•----•••-•--•••---------•------•---•-----•-•---------...-•------------- -----------------•----•--' it Agreement: The undersigned agrees to install the aforedescribed Individual Sewage Disposal System in accordance with the provisions of TITLE 5 of the State Environmental Code—The undersigned further agrees not to place the system in operation until a Certificate of Compliance has been issued by the board of health. Signed ...................---------------------------------------------------------------------------------------- ---................................... ApplicationApproved By .....��"a ------------------------------------------------------------------------ ................Dace Application Disapproved for the following reasons: --------------------------- ------------------------...------------------....------........................ ..-------............................................................................... ..----......................................................-.-------------.—................ ....................... .......... Dace PermitNo- ------------- --------------------................................ Issued .............................................................. Dace THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH -------.d -----�----(-�---------- OF -h d�.L �. _ ?�r .........................:.............. �LElttfirate of C outpliance THIS IS TO CERTIFY, That the Individual Sewage Disposal System constructed or Repaired (X ) by.......`..........................................................._--------------.......................-------smller---------------------..................:........................------..............._..............--............... at ... C>U..i .....Lo'-?:sU.' l V_- ) l l4���(U �( I(__L' Cr,............... a has been installed in accordance with the provisions of TITLE 5 of e State Environmental Code as described in the application for Disposal Works Construction Permit No. .........764 .. dated ...........................---..--._........_. THE ISSUANCE OF THIS CERTIFICATE SHALL NOT BE STRLIED S A GUARANTEE THAT THE SYSTEM WILL FUNCTION SATISFACTORY. DATE...................................................................... . ............................ Inspector ........------------- . ........... .'................................................. THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH No.._-/.�.1.:.. .�.. FEE....-&-o........ Dispmal Works Cnnnitrnrtinn amit Permissionis hereby granted.............................................................................................................................................. to Construct ( ) or Re it ( X) a , Individual Sgv�rage D's osal System ,_ at No.-------•--••-•...--•--......... - S 7� fC` -.�4. C �'A M-N l S t .............. ............ Street z . as shown on the application for Disposal Works Construction Permit No..1 l ,,.2..... Dated.......................................... •---------------------------------•--•-------•-----------------------------•-•--------••--......-----.._ r'116tM-o;*Health DATE....................... ........................................................ FORM 1255 HOBBS & WARREN. INC., PUBLISHERS TOWN OF BARNSTABLE LOCATION f9 & t 4.06 , /pp e o$r SEWAGE# VILLAGE ASSESSOR'S MAP&PARCELZ 4 0 1-4o N6 /� i INSTALLER'S NAME&PHONE NO. 4 Od/ ` . ®a'5,R) SEPTIC TANK CAPACITY /Soo sr pAo-i toe- LEACHING FACILITY: (type) Cfe. J,;4e, (size) I9,k fr `11 NO.OF BEDROOMS, 7/1 ler ^" 7 OWNER zew4l PERMIT DATE: COMPLIANCE DATE: Yin,3110 Separation Distance Between the: p� Maximum Adjusted Groundwater Table to the Bottom of Leaching Facility Cs 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) 0414e Feet FURNISHED BY ww �I 4 fA i4fa bra ��1 �! ' b21eK 0u�S1G0ELM ao l U 3y�o� �P tl 'l 16 . i you fi fie®° L THIS DRAWING HAS BEEN PREPARED BY THIS KITCHEN ESPECIALLY DESIGNED FOR: f AND IS THE PROPERTY OF: (woodAtoae® fFINE CUSTOM CABINETRY f ' DESIGNER DATE REVISED SCALE NUMBER SCALE:EACH SQUARE EQUALS 6" �� � � , 6303-0688 REFERENCES: 10 ,n SITE BENCHMARK: ��^� �� GARDLOT 1LANE ASSESSORS 141, ono SWING—TIE LOCATIONS �$ TOP OF ROD CAP PARCEL 104-001 v ELEV.=21.80 (NAND 1988) SDS COMPONENT 'A B C 1h PLAW BOOK 671, PAGE 69 a SEPTIC TANK IN COVER 1 15.0' 44.4' r; SEPTIC TANK OUT COVER 2 13.4' 27.4' — DATUM NOTE: Q PUMP CHAMBER IN COVER 3 15.1' 33.0' — EXISTING �9 RETURN ELEVATIONS SHOWN HEREON ARE PUMP CHAMBER OUT COVER 4 21.5' 25.9' EXISTING BASED ON THE NORTH AMERICAN vW, 1,500 GALLON PERC RITE CORNER 5 — 16.2' 43.4' VERTICAL DATUM 1988 (NAVD1988) p o a SEPTIC TANK EXISTING PERC RITE CORNER 6 — 27.4' 48.6' �y� ^ �`�G HYDRAULIC UNIT PERC RITE CORNER 7 — 58.1' 5.0' v PERC RITE CORNER 8 — 62.2'' 22.4' 1 O x -4� AIR RELEASE VALVES 9 — 20.5' 46.3' EXISTING A 4 2,000 GALLON PUMP CHAMBER' � °° _ ►--� kk EIIS ° U SCHEDULE OF ELEVATIONS 4�p� PIPE INVERT ELEVATIONS = J I I (I I I I 9 (2)d EXIST. oo, 1 5 t Q =5::: c, ',: :::. 0 J I ,. :.: ::.?:,:...� FORCE nr GUEST HOUSE 4"0 BLDG OUT 16.97 � ? 1 I) I �:::.�_.:>.-:;..;.;•;: V 6 MAINS H GREEN HOUSE 4"0 BLDG OUT 18.59 �_ SEPTIC TANK 4 0 IN 16.12 (BOTH) SEPTIC TANK 4"0 OUT a 15.90 C13J PUMP CHAMBER 4d 0 IN 15.85 LOT 4 PUMP CHAMBER 1.5"0 OUT 17.23 116,637f SF. © 7�` ��� EXISTING AIR PERC RITE 1.5"0 IN 17.7t (ALL) (2.68f AC.) ` � RELEASE � g VALVES N OUTLINE OF O c ^ EXISTING 431 X 18'W PERC-RITE DRIP o DISPERSAL SYSTEM ^ N ►'--1 I . h Ix = oa���N \\\\ S N CIV (n OEll S C'ISTE��Ga4'Qr N W \ SIONAL S • N \ EXISTING \ J O U \ \ 1.1 0 I \ GREEN \ HOUSE 4 \ PLAN \\� C d N zD 00 ul u 0 15 30 60 ' a`i ASSESSORS MAP 141 \ Al a PARCEL 105 \ \ .� C g � o g 1 inch = 30 ' ft.. t o W N • ,. - r �. N 1 I .J BREAD_-0IJT..GALCIJ,LA'TIO.NS __ :.. A.— 1 DISPOSAL ARE A —/ ASSESSORS NO SLOPE E�t1STS AT LEACH FIELD a 4o e44 4a4e40 4a444 pa4°pa4p4e4d4 ad44Ad44dd44d USE 5 4'X 4' LEACH GALLIES O _ 4 4 4 o d A c d,, d o e 4 dQ Q ad d a C°°4 a d 0° d a° d 0° d dda 4 4°° , - SIDES DCUS MAP 141 PARCELS 123 & 104. :.. - p 44 d4 44 44 dd 4 d 4 4 pa pd pd pa pa .WITH 2 OF STONE ON AIL 44 44C 4A 444 4pd dde d4 44 d4 dap dp 4dd ddd dda ddpdd F 4 a - 44°p = t 5 = 640 GAL- DAY 9S - 4e aaa ap 4 SIDEWALL AREA tX64X2 J ZONE a 44a p ac - i EAST' a°4o� RS eddy BOTTOM AREA 24X8X1.0 - 192 GALJDAY A.P. na�44 5 4X 4 CHAMBE °epa 6 BAY °„d�d4 da4d TOTAL DESIGN = 832 GAL./DAY q ZONE a4444a add REQUIRED GAL./DAY = 820 ti/0 - RESIDENCE F-1 - daa pao p44 d44 4444dC4ga4,a ap4ap4pad4a4 Qapa4ad44ada a44 • 1 daa eaa4pade4a4a4pdapda apddad4 aaa A444dd4dddddapddda4apa MINIMUMS : _ _. d 44 ed dd 4 d d 4 4 d d d d d AREA = 43,560 S.F. 444444Q4ddd4444°dddd dd 4ddd4dd4d°444dad d°ddd d°d4d4dd - •�_ FRONTAGE 20' . 3/4" 1 1/2" WIDTH = 125' .WASHED FRONT SETBACK = 30' � , .STONE SIDE SETBACKS = 15 24 LOCUS MAP REAR SETBACK = 15' DESIGN DATA SCALE 1 25,000 BUILDING HEIGHT.= 30' SINGLE FAMILY— 3 BEDROOM,LIBRARY, AND SITTING ROOM (OR 2.5 STORIES IF LESS) PLAN OF LEACH GALLEYS DESIGN FOR SINGLE FAMILY— 5 BEDROOMS - WITH GARBAGE GRINDER No SCALE DAILY FLOW = 110 X 5= 550 G.P.D. 45ox=£5Zo64'b E SEPTIC TANK 550 X 200% 1 to G.P.D. USE 1500 GAL. 4�10 NOTE: ALL STRUCTURES SET MORE THAN c I "FOUR FEET DEEP OR SUBJECT TO VEHICLE TRAFFIC SHALL BE COVERS TO WITHIN 12" OF GRADE DESIGNED TO H-20 CAPACITY: . F.c:=22.0' F.c.=23.0' I F.G.= 23.5 L_ SC� EDULE 40 4.11PE f.� �c./1M GOYEZS PERCOLATION RATE: INV. =20.5 - 1500 GAL. INV. =20.1 Pc����� � ' � �� 1 INCH N 2 MINUTES OR LESS. a INV. = 20.3 ,> INV. =19.5 ELE V. = 20.3 � •r-, TI N 1`-�.- DisT��.: 7 F �T F 0 - 0 - 0 �\O O O DECEMBER 7,1994 eox •.....•...._ 0 0 0 0 0 O O O O O 0 O 0 •..a;evvsei• vvvvv v�vvvvv £ ._--. INV. =19.9 ......., O 0 O O O 5 O O O O 0 0 0 O O 0 BAXTER & NYE INC.vvvvvao�v-vv ' - ::::::: 0 C 4 X 4 LEACH GALLIES O O O O O 0 O O O #P8334 SET IN .........,.. :�:_::.,� ` MANHOLE p G O O O O 0 O O O 0 O 0 0 O 0 0 k0 O 0 0 0 O O O O 0 O O •::::. ::: 0 C 0 O O O O O O C) O O O O O :::::::::::: PlT #2 ELEV. = 21.55' PIT #� ELEV. = 26.15' LOAM & SUB SOIL •---......... LOAM & SUB SOIL : 2 0 ELEV. = 16.3' _2 —2 3/4" — 1" 1/�" � 3/4 1 1/2" _ —4 PERK TEST WASHED WASHED - STONE STONE — MEDIUM MEDIUM SAND — TO FINE — SAND - PRO FILE. FILE NO SCALE FINE (0 SAND f _ I NO WATER OBSERVED EL. 9.55 -12 No WATER _ —12 NO WATER EL. = 9.55 EL. = 14.15' ` I I _ I , F , Ar�r STREET) M.H.B.01 FND.' - I 1 A. •K�4. S,T&AT� HIG.tt1�fY.A ,y s D UTH CO UVTy C�8. FND. 19 T 86' ! f \ 17.70 l 74.16' I R 507.99' 1 ' L - 12.83 JOSEPH P. & ANN M. WILLIAMSi' co PAGE ; BOOK 134� PAGE 227 ._ o ti /L 00 II C.B. FN . ji h - � ! N ,t r 3 P I o Q v' 2E,6A b a ti� _ � o s_ :LET S ;7 C.B. FND. Q� 2 acC.B. F� �. m - Q Cb aA • f a `O cV 4) v C.B. FND C.B. FND,Ob �� C.B. FND DETAIL 41 �°� �O G END Ot P AVEMENI SCALE: 7 - 4> C.B. FND, �'� J\\, �0l D. B©X �Z 22 - �b s O� 24 r C.B. FND. 9,\ ABANDON & FILL 114 ,'• $enchmaKk — 16. 7 hip, EXISTING CESSPOOLS '"S4 SET sly Ffy \\ L O T 6 z G 6 ;A2 \lc, \ �i� \\V 1N ' \ Ohti re j \ �tti \ o C.B.' FND_ :\ s 1 ... • i , DISTURBED eve 00 C.B. FND. , .2� 5 OFF #A �L •f ��\cam 6 _ I AS i� \ t 1 , #A6 S 5 LOT 4 / •'"52,244 s .ft. UPLAND As f � 31,725 sq.ft. WETLAND # VIRGINIA B. WELCH \. TOTAL , � LET ;3 �s I ; I TRUSTEE . acres 83969 sq.ft. 1 93 #As ,SZi BOOK 8820 PAGE 22s I,`\ i I ' PLAN OF LAND IN � (OS- E RVILLE) BARNSTA.1 LE, MASS FOR a - ' ARTHUR GILLIS SCALE:AS NOTED DATE: FEB. 6 ,1995 _ #A11 N VATIIONS 1NC C.C. RE o PLAN BAXTEf� & NYE INC. BOOK 7386 PAGE 73 REGISTERED LAND SURVEYORS GRAPHIC SCALE CIVIL ENGINEERS I , - MASS, 0 40 ao ❑STERVILLE, d or �`j A OF sy O .� �• PETER = R CF{ARD '. A. SULLIVAN I inch = 40 ft. erER No. 733 29 ELEVATIONS ARE BASED } •�:^s. ;.<�.• �• - 100 YEAR FLOOD` ELEVATION — 11.0 .. - - - -#94i 64 25 K > II___ - I- - -1-- I ­ � - I I - 11 I—— �- -, - - __- I - I - __ -, ___________.'___'__ -I I - , 11 -- - - I- I__ __ --------- _____ __ __ - - - ___--__- - __ - I � -1 I I-11. 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I I A210 First Floor & Reflected Ceiling Plan �, ,,, �' , "-fl,_ I, " ' " I 11 NAW -"- ,""!.4�7 , " � I o�:� W � ; ';� :' "', r'- __"�"��111 '��"""'' � 11 , � "- §�'-��''L�"'�"' ' 11­1 ­'�fj� . �' " � V __" I N' � ,"I % 11 4e V:�N 1; � __ ''' ' 11 � �­ " I I...... '' �,"'L';"' , " ,� :' : , : :1 I �_�'... . ... �' - "":��k� '!`�?�!�I�C7`�L,�.,'_��V'��I,�'��"",Q , � c; ,L �' .-,I, ,I ':­," , �'­'' I I , It I 11 r " I" I 11 `-"'- _' , � , I , '' I � . I I�-�11" ""% "�'��--�.' " I � 1, 11, '� �; 0"'R";"""l '�'� , , ��'­' � I � _�� , "I I I-1-11-, ,,,, , I '�-�,' , , _ ,,, � I I I - I - �' " , I i � I I 1 161, - , �':..'" 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I 1.� -"'."' � I ,,, � I'll I I I � ' 'I : , , I ' , � \ I , �' 11�' '� 4k 1, � �"' , L102 Second Floor Lighting Plans � I �' ; , :' I I Oi '� I �11'11111k' I "",�, , , ­�'''" I I .- I I I :�� I li I ,�� le: �" " � '' �:� � I "'�'�' -1 '__��'�";­,"' I I , � I 1, ' 4e , , � � �� ; �'% n' ' I I "I'-, ­1 , ',"� 11 I 1-1 SHEET NUMBER � - " SH ACOUSTICS, LLC A602 Interior Door Schedule, Types & Details ,11 ,� 1� I - '' � I �"''I','''��" I - 11 11 I ": - � ' � l4 - , '11� :'',v�___'­' " ----- ''�' II , 1� '�' I - y: 1�11 I Z'�­''' I I", "� � I - � 't , � I'' � A c o u s t i c i a n \ I � SUN ENGINEERING A603 Window & Door Details i 10 Higgins Drive MECHANICAL � Hvac Engineering A604 Finish Schedule & Profiles I i � 491 Maple Street - Suite 209 Milford, Connecticut 06460 1 1 1 \- - - - - - SITE � - M100 First Floor & Crawlspace HVAC Plan I I T 1_____1*____ 'n_' i � A700- .nterior E11c;VULIU11b.- r"Wider Room M101 Second Floor & Attic HVAC Plan f - 203.877.6340 Tel, . � East Bay Road � A701-Literi-or­Elev +41m- 11-3 TT i 978.777.7768 Tel. 203.286.1427 Mobile dons-Ldwaroom Cox- upper� M102 Zoning FIVAC Plan Osterville, NIA ! Q__ T-1- I OLMI.Hall I : 11 i � � I i I I I I I i i � - � I , fl � I I i . i I - ___ - i I i I � � t � I I � - - -- - - - - - I I - __ - - - - � - ____ 7 - - - ­ I ''I __-_____ -____� - - -____-------------- ,--_ -I -I - _____- - � I JOB NAME i i S H A H RESIDENCE { i EAST BAY ROAD I Osterville, Massachusetts i JOB NUMBEIz 1617 j j I Ij i i i i i `I t I OF BLDG. i I 58'-41' - 811 21_0" 81-211 pit. 81-211 1'-0" - 8'-2" 8 8'-211 '-0' 8'-211 U11 81_211 T-011 ' 1 3 3 400 300 501 T.O. Wall 19'-6 1/2" I . mZo a h, T.O. Wall T.O^Wall T.Q. Walt f a_ o T.O. Wall T. Wall ` 19'-4 1/211 19'-4 1/2" 19'-4 1 J2" 19'-4 1/2" 19'-4 1/2" 19'-4 1/2" N all 18'-011 18 —011 _ = 18'-011 191--4-4 11//2" ICol. to Col. Col. Col. �o Col. to Col. I I T.O. Wall � - vi1ca ' �� 1 19'-6 1/2" M T.O. Wall I 19'-6 1/2" T.O. Shelf 19'-31/8" 8,1 = _ � � T.O. Stem LnC� I �•, 11 11 T.Q. Wall k° 20'-7 1/8" s 19'-4 1/211 904 W211 F. Co IO �'. .+ r— -'.- a. — — —°.sue . ... '-"•,, - - J I O I {.,. — — '- — — +. °-'^'' °`'" .,... - — �, � F - - - - - - - - eke. T.O. Shelf I I I I T.O. Wall N 19'-3 1/8" I I T.O. Shelf �` 19 -6 1/2" T.O. Stem 18'-9" 2 1 k _ m a 20'-7 1/s" I I T.O. Shelf Sao 1 k' 1 O (_ — --I- — 19'-3 1/8" 4"4 00 _ LI IL 1 I .1 a� T.O. Stem I 400 Iaf— 20'-7 1/8" k d E n, I o co (L OF BLDG. �L. — — — n — — ri -- — — -k ` OF BLDG. -row` o =ir :��1k - I TIT' , r �• h i B MAR STREET, U A. ',- I SHALL S R ET, SOUTH NORW LK,CT o6854 SHOPE RENO WHARTON ItC kk L J IL — J L — J L _ J I k1d Wharton.com T.z o S z. z o 31, 5� I I � 511 311 � 3• s � s l'-4i1 I 9 -34 8R 5 -58 1 u 20-6" 10" 5 -58 811 9-34 I 4 I I T.O. Shelf L n I I L 19'-31/8" I I I I I ORIENTATION SEAL T.O. Stem I — L J f— -- —1 ._ ._ — T.O. Shelf T-O. Shelf W _ = 18'-911 T.O. Wall 19'-6 1 l " 19'-3 1/8" k T.O. Stem I I20'-7 1/8R E 400 S i DRAWINGS AND SPECIFICATIONS ARE INSTRUMENTS OF PROFESSIONAL SERVICE ARE AND SHALL REMAIN THE PROPERTY OF THE ARCHITECT. a L \\ L THESE DOCUMENTS ARE NOT TO BE USED IN WHOLE OR IN PART,FOR ANY 1 o — r - T.O. Shelf I OTHER PROJECTS OR PURPOSES,OR BY ANY OTHER PARTIES,THAN THOSE 1 9 3 1 el E PROPERLY AUTHORIZED BY CONTRACT WITHOUT THE SPECIFIC WRITTEN AUTHORIZATION OF SHOPE RENO WHARTON ASSOCIATES. T.O. Stem T.O. Wall T.O. Wall I } 20'-7 1/8"� '#°, T.O. Wall I 19'-6 1/2'� 119'-4 1/2" — 119'-4 1/2" ISSU DATES L -i GUEST COTTAGE oo — T.O. Shelf _- 18'-9" - — T.O. Wall 811 2,_01, 2'-10 '1 7"l 0" 19'-6 1/2" 101117„ 2'-105' 21 01, 81F 300 10'-7311 6'-115" 20'-61, 6'-115" 10'-74" I 55'-8311 2018.12.21-Issued for Building Permit OF BLDG. i a Foundation Plan A200 1/4" = 1'-0" SHEET ITLE I I I I FOUNDATION PLAN I I t i I i i I i j SHEET NUMBER I I i I I f f ', I II I I 541_81" JOB NAME Overall F.O. Stud to F.O. 18'-131, 111 18'-5 18'-131 I 4 F.O. Stud to F.O. Stud � 400 300 — F.O, Stud to Stud 181 -0' 18'-0 181 -0t' H A H C of Column to C of Column $Fin.Grade 19'-6" C of Column t C of Column $Fin.Grade 19'-6" C of Column to C of ColumnP R E S I D E N L E ------------------------------------------------- ---------- - 2C 2C 1 ' I 6G - - - - - - - -Dn - - - - - - - - - - - - - - - - - - - - Dn- - - - - - - - - - - - -Dn - - - - — 6G OsteEAST BAY ROAD — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — $Fin.Decking 20'-6" I I L I I 3 3 1„ 1u 7" 7n 3n 1n 1, 1 3" , 3 I 1 j JOB NUMBER i617 11"1 " 8'-9-" 8'-9-" 2 11- 5 -9- 5 -9- 2 -5- 5-5 8 -9- 8 -9-" 1 "5-' C 2 8 8 2 - 4 8 8 4 2 8 8 2 ii o _ i ( I C i.�'1 e ( I i o WORKNOTES U _ Westorch _ — — — _ East orch I _ O (Notes shall be considered typical for items identified and shall apply at all same and similar conditions; all locations may not be noted. Worknotes are arranged by specification division.) - O ,-� (, __— —® _—- ____ _ _____ ___ SIN u�lop U 2A 6"perforated pipe foundation drain. Slope to drywelf-typ. f I — —— — — — + i 2B Underground utility entry sleeves.Number&Size TBD. O 2C Painted Cast Iron hub pipe to receive copper leader;connect to storm line pipe to drywelf. r- - O M i I GI 104 i 3 Imo? - Q _ .O 2D Drain to connect to footing drainage MIS L,� N ! �' I I 501 I { ` , 3A Reinforced concrete deck(see struct.drawings). / f ! N mico to 36 5"thick reinforced concrete pad on 6"crushed stone.Verify size with HVAC subcontractor. , n \ _U ' C -Ey C) 3C Beam pocket. F.F.21-0 iI = Z LL. 3D Concrete footing and cast-in-place concrete foundation wail. - 6R 6G Sitting Room Ii! 6G 6R 1 1 'N O 3E Concrete Shelf. g-typ I I I � 3F Concrete foundation wall and footin ,cal. 105 See A703 N 4A 2"Stone treads or caps-typical. _ - = LL 4B Monolithic stone treads. — — — — — — 4C 6"thick stone veneer(nominal). _ --- - --- --_ -- 4D Mudset stone paving-pattern as shown,confirm with landscape Arch's Dwgs 4E Sloped granite window sill slab paving-see landscape/civil drawings. t03 I .- 105 =, 4G Finish chimney cap detail and mortar wash M 4H Cut Stone Sill 41 Firebrick-beige roman splits M 15 ? 4 Stone keystone I ! r_ 3u A21 1 , inM�� ,1 g}5 6 16-74 In ' N 4K CMU solid backing 2 tl Ott 2 4 In 2 2'10" 2 N 15 -64 ( B !1 I B 4L Stone piers 4M Store sconce mounting block match vnr. 4N Stone_120 I I I I MIV L rICO 40 Stone cap cap or coping,2"th.u.n.o. 6G 6G I I N -1 4P Stone lintel irf 4Q Cut Stone Crown j I f SIN tN _IN 'N I SA Steel column-see framing plans. 2 I O ^ 58 Galvanized metal grate with emergency exit hinging. 400 -�� B I- ;� 1 B 5C Arch.Bronze handrail,Wagner#H5853,volute type ends. Be room One Bedroom Two - 6A Painted wood trim-see wall sections. I "C7 I / to I, O 6B Solid wood radial casing. ! 106 See A704 108 rV cal 108 See A705 � � 6C 4'x 8'x 3/4"plywood sheet to mount electric panels/telephone equipment t/) / 112 \ t j 6D 5/4"x wood trim-painted. I O 2'-0-1"11 4'-33" 51' 3'-11311 5111 i 11 i11}'_}O-"�1� —C� 6E Vertical grain fir beadboard-spar varnish finish. 21. 2 2 4 2 3 -•6 10 $ $ 21 � 6F Wood rake assembly-see sections. LL I - - - ly 6G Structural post-see framing plans for location 2 I 4 d -v 6H Painted wood eave assembly-refer to wall sections. _ _ L1.51. 1n t 3n 1n t_ 1n 2'-01_n o 300 N , nil 3- 3 -11 5- 3- - A300 '� `' 61 Wood column trim-painted N -0 Mid JIL2L'-OW" 2 2 3 -6 4 2 2 2 r nld N -O `n 61 Stained red cedar light fixture escutcheon, Id .� 00 6R — — — — — — — — — — — — — — — — — - 91_ - 6R 00 6K Round wood column or pilaster-painted. to N 6L 5/4"flatboard and crown-painted. O �.. --------- ,-- ,_ LL 6M Wood crown-painted finish-typical. tJ)tCt ++ LL — — — — got— — — — _ ' ill = Q � 2 60 Wood Recessed panel -see detail.profile-painted. L- Dish. I Tr. 71N "-IN Pdntr I _ T-IN 6P Stained mahogany purtlns. I _ y L____J L--- MIeO '- +' 6Q Shingled gable prow. 11 ^l p ^ 1` �_ 114 N 6R Shingled sweep-see wall sections M Q { 1 1 51-$-'i M , n il- M` - fV K11C--�lE 11 - 4 2 2-0I I 6T Wood rail and balusters-painted, `'-° U. I t 1 t Ref. 103 See A703 W M I 1 B U_ 6U Wood Tread and Riser-See porch sections. O I ' L 6V Motorized shade-see 9/A605 for details ;� Latin. /Utility tt5 I �'� LL Bat Tw i > 6W Wood Lattice. O _ - 104 See A703 I D , _ Q 7B 4"�f�Per red down Pieper gutter and 4 round leader, Mlco 107 See A704 '61 Lnico 7C 16oz.Red copper flashing with drip edge. Mic/hood abv. _r N — — — — — — 7F 16oz.Lead coated copper step and through flashing. I I - I _ Ln 7D I&oz.Red copper flat-seam roofing,soldered. �-. Pantry I M tee- I �• 7E 16oz.Red copper open valley flashing, I ' p 6G ' 15 7G 16oz.Red copper step flashing-hold shingles up 3/4"on verticat surfaces. 7H Red Cedar wall shingles 0 5 1/2"T,T.W. I ♦ - - -! ♦ 71 Red Cedar roof shingles 0 5 1/2"T.T.W. =ill 7) Red Cedar saddle ridge with ridge vent below (vents airspace below shingles only) - — F — 7K 16oz.Red copper cricket. II ° � ° ---------- ---------- -------------- ----------------- ----- ----------]F� 7L Sound insulation hairs. 7M Red cedar shingled fascia. B I 2,_1�3n �IF� 1 i I 7N Red Cedar shingle saddle hip. r-bN West Entry $ 2'-9' F 4F 2'-9" , 3,r I East Entry _N 70 16oz Standing seam red copper roof. ZC 6R I 2 _1 6_ ( I 6R 2C 7P 16oz Red copper flashing. Ste \ F,CI, F.Q, 8 Sep 7Q Stainless Steel Tubular Ladder&Track w/Wood Steps.See spec. \ - Foyer/Mu room - / I 9A Ceiling break above. See interior elevations and building sections. 96 Tiled recessed soap cubby f See A700 �7 I �p I � C � 101 ! I -p +- 9C Architectural casework-See interior drawings `n D I I (1092. I O . O 9D Stone or Tile floor-mudset. - LL Q 3 Ii 8u _ 2 11 JJ r 85rr r r-8u I 1 8 1 I ( i i LL 9F 42)layers 9E Stone arth y/8'fie rated nd surround rljicp O - 400 \ — -2- �1 $-"3-9 -7-5 10 -8 2 -2 i - pocket-see interior drawings. eiA^vm _ F.P.21-0 p _' O ' C 10A Attic access stair(see specpsum board on walls and ceiling. 9G Concealed N LL _ _ _ — — 1 L I51 'O 9H Ext.Gas Sconce.Selection b owner wo , I }02 See A700 � I I y N + i + L N 13A Blue Duct under-slab ductwork.See HVAC r 1 I �I Bench - — - — ..I I I j '-' j i5A Condensor Location, O to _ Fin,Grade 19-6 $ $Fin. _ $Fin. $Fin.Grade 19'-6" N O 1 s6 Boiler Exhaust 0 _� Decking 106 _ - — — — - Decking I c? U 15C Freeze proof hose bib. O cc j I 20' 6" 20'-611 I I co Q 0 i5D Mechanical chase. 15E Plumbingvent. V LL Stair LL U 15F Combustion air intake well with drain. 15G Combustion air intake louver-Size TBD. tr1 15H Centrotherm Flue Pipe I I t i I 101 See A700 I 16A Electric meter. 168 Electrical sub panel. 2C I I I I ( I \\ 6G I 2C 16C Exterior Waterproof Outlet 1 - - -I ---------------------- ---- --- ------------------------ I--�-- ----------- 1 IL------------- ---1--= A 6R A r 5n 5u 3 -118 3'-118 C o COlumn to F.O. S ud L I F.O. Stud to C of Column I q fL 1 ` 81-1 Oz" 1 11 1 j 4,_'171t 12'-93'1 4'-83" { 11 8'-1 V ti +1 18 MARSHALL STREET. SOUTH NORWALK.CT o6854 2 8 16'-33" - 6 r11 2 8 1 4' 8 6 -11 }6t-3iot 311 $ 2 S H O P S RE N O WH A RT O N «� $ _ 22 -2 $ 1 First Floor Plan io F.O. Stud to F.O. Stud F,O. Stud to F.O. Stud F.O. Stud to F.O. Stud A210 1/411 = 1'-0" shoperenowharlon.corn T.z o 3.8 52,72 50 f Iq j2'-11 1n 61-Oln 61-V " 6'-011 , n 1 n 61-01" V-0-1" 61 03" 2'-113" V Column 2io. 2 2 2 5 -11 5 -1i 2io. 2 2 2 ORIENTATION SEAL I i N E _ U — ---. -- - - -- --- - - — - -- W -- -- -- - _ _ — E S DRAWINGS AND SPECIFICATIONS ARE INSTRUMENTS OF PROFESSIONAL SERVICE ARE AND SHALL REMAIN THE PROPERTY OF THE ARCHITECT. f -- —- 21-531 51_ 411 / \ 51_ (1„ \` / �-54° ! __ -_ _� -—- OTHER PR07ECTS OR PURPOSES OR BY AN OTHER PART E5,THAN THOSE - — — — PROPBRLY AUTHORIZED gY CONTRACT WITHOUT THE SPECTPIC WRITTEN -- _ -- - -- -- Lill ISSUE DATES L -J ----— - - — - --- -- -- ---- - - - G II � S �l� � �j rl� rig 1� G E- 2 -33 `6 53 4 51 74/" 2'-33 4 -53 6 -5 3", u / 1n , u I ---- 31 1 u r n �� \ 1 4 / / 4 2 i 0 G u 4 2 \ \ 2 -34 rn ZO i I 11 u _ SIN i t - 2 I f -1 I I I III � ---- 'i N I M i i i - i O ----------� O --uii 6'-94" I ! p I I 0 I I I p 1 1 p = - I I CLG.HT. -9'-0"A.F.F. I I I 7^ 9'-0"A.f.F, I� i / A.F.F. _� ill M / -" - — — — 2018.12.21-Issued for Building Permit n 1 It 1 111 1 iti / 111 M i -- 4- 3-24 3-2A- 3 -24 3 -24 5 42" - "_ --- ------- - -,� ---- 1 5 y z 5 y Z _ �y"""r--- _ --- Q ---� r---, O rh-- - I Mld 11 II II 11 I I M It 1111 I I I I I I I I I I I f I I M L---JC------------� L---J MId' L---JC------ -----� L---J EF-1 13x17 _ -- V O � O W EF-3 3x13 IT _ - ,_ 3, - let 11 g11 A't _ r 11-9" ;T _ _ Mid 24 d cal cv Mlrt I N M 3 milt milt 3'=241 M SHEET TITLE 1_44u 10" 1'-10" O O r=�cy _ _ '/ 3'-$" 41 — -- - 2'-0" 1'-113 r FIRST FLOOR & REFLECTED CEILING I PLAN M I 4\-21„ 121�94" 4'-2 CONTRACTOR'S NOTE: UNLESS OTHERWISE NOTED,ALL CLG=HT. - '-0" F.F, FIXTURE DIMENSIONS ARE FROM FACE OF STUD. I ' - SHEET NUMBER \ CLG.HT. -VARIES See Int. Elevations 9'-0 1/2"A.F.F. (Porch) - _ N t_7_n =__-- _ I See2ndFloorReflected I CLG.HT. -9r-0 1/2"A.F.F. (Porch) 4 Ceiling Plan(A220)for C — Stair Ceiling Details � CLG.HT. -VARIES r M _ No I EF-2 13x13 See Int. Elevations I - -- — - - — - z First Floor Reflected CeilingPlan m - -� - -- -� i i I l I iI �I 1 _ - 4 - - III t I 54'-83" JOB NAME - — - ; Overall F.O. Stud to F.O. Stud 1 3 400 A300 SHAH lU 1_ 711 1.11 1- 2U t_ 1 ! 7 -O �11 1_ 311 1_ g'11 1_ Qn 4_ 31t �n 1. 7 �� 21 1_ 11 1- 111 2n +_ 7U 11 C r 2 5 108 5-2 2 6- 2 6- 5- 1 11 5- 4 088 3 6 3 b1. f8 4 088 5- , 11 5- 2 622 2 62- 5- 5 108- 5- R E J' I D E N Lj f If 11 If I II II 7N I EAST BAY ROAD l �A Osterville, Massachusetts 7D 7D 7D JOB NUMBER 1617 F F WORKNOTES (Notes shall be considered typical for items identified and shall apply at all same and similar conditions; all locations may not be noted. Worknotes are arranged by specification division.) 2A 6"perforated pipe foundation drain. Slope to dryweli-typ. 2B Underground utility entry sleeves.Number&Size TBD. I' ' IN SIN 2C Painted Cast Iron hub pipe to receive copper leader;connect to storm line pipe to drywell. 2D Drain to connect to footing drainage ' 3A Reinforced concrete deck(see struct,drawings). Bedroom Three 38 reinforced on 6"crushed stone.Verity size with HVAC CIO. 1 _ 201 See A721 CIO. 3C Beam pocket. _ _ — — — _ 3D Concrete footing and cast-in-place concrete foundation wall. — — — — — _ 3E Concrete Shelf. 1 3n 1t 1, 6,_83n 5� i n 1 21_7�n 3r_35u r\�O 3F Concrete Foundation wall and footing-typical. N 2 6 -88 8 151-11' $ 8 2 5 -1 2 8 8 4A 2"Stone treads or caps-typical. 4B Monolithic stone treads. L --- 4C 6"thick stone veneer(nominaU. ' 6G 4D Mudset stone paving-pattern as shown,confirm with Landscape Arch's Dwgs ow 6G f i 4G Finish paving-see la dscapelcivil drawings. 4F Stone chimney cap detalt and mortar wash - I 4H Cut Stone Sill 31-3511 21_7111 'ill B 6 - _ e p 215 4f Firebrick-beige roman s Ilts / 20 M O �, 1 4) Stone keystone 1 , 7++ ' 4K CMU solid backing I g* E 8 8 5 -1 2 i E 4L Stone piers 203 3 1 1 , 71, II` _ 4M Stone sconce mounting block match uch nr. , 1 u 1u 1 n ,_ 1n u 1_ 11- I '-IG� 4N Stone wall cap or coping, '98 52 6'-011 5- 1 48 '-10" 6- 2 L -6 2 11 -38 t 2 , 40 Stone cap 4P Stone lintel M 40O l - 210— D. 13 (j M 4q Cut Stone Crown MIDI _ I SA Steel column-see framing plans. Bath Fou 11 1 t 1 Q+j - 58 Galvanized metal grate with emergency exit hinging. { N Bath Five IN _ + \�// SC Arch.Bronze handrail,Wagner#H5853,volute type ends. { 205 See A722 t 2 O� 208 ee A720 r.• IQ' ° _ 6A Painted wood trim-see wall sections. �tt0 l t\ I — _ — — WM-See _r — 1 ICO 4 68 Solid wood radial casing. to 3OO 6G 6C 4'x 8'x 3/4"plywood sheet to mount electric panels/telephone equipment _ — ♦ N N16D 5/4'x wood trim-painted. 1 '7 6E Vertical grain fir beadboard-spar varnish finish. ♦ > ♦ 6F Wood rake assembly-see sections. 1N 207 6G Structural post-see framing plans for location 212 _ 1 n 17u 611 Wood column tm aspsaaintedy-refer m waN sections. ,4IN - N Lin.- IN r-IN 52 5 -108 6) Stained red cedar light fixture escutcheon. �, 6K Round wood column or pilaster-painted. 6L 5/4'flatboard and crown-painted. 2�4 _ - 2 2 e 2t4 O 6N Recessed an 6M Wood crown-wai nted finish-typicalQ --- _ 206 °"IN ` - --- p ogee profile-painted. O --- rn [y 2 (( 8 2 M5 -1 ^O - Q g y purlins. L� �I -1 ^ --� 41-41" d'-1031 -1 -1 + 11 --- ti 60 Woodbracket-seedetail'- CIO. / ! rIN 1 I CIO . 6R Shingled sswep-see wall sections 6P Stained maho angled gable prow. Shin I �D — I 6S Square Polystone exterior column-ptd. ters-painted, - - - - - - b� 7t48+t '-42 2 2'-5" 2'-5" East V stibu e I zit rn 6U Wood Tread and Riser-See porch sections. Q o 6V Motoized shade rail and a1 ssee 9/A605 f details IN 203-S e A722 IN Bedroom Five West V sti u e Bedroom Four u' 6W Wood Lattice. � �p M � 7A 5"half-round red copper gutter and 4"round{ender. 207 See A720 206 S e A720 �,, 204 See A722 ,�` ; 7C 16oz. copper downRedcopper flashing with drip edge. O ^ - - - — _ - '"^�; — e - O 7ED 16oz.Red c copper Flat-seam rooting, dered. IN copper open vane flashing. - - 7F 16oz.Lead coated copper step and through flashing. 7G 16oz-Red copper step flashing-hold shingles up 3/4"on vertical surfaces. 7H Red Cedar wall shingles 9 5 1/2"T.T.W. B1_�1" i n 1 1r 71 Red Cedar roof shingles 0 5 1/2"T.T.W. 4'-211 3' 0" -------8 ----- - 3 -0 4 -2 7) Red Cedar saddle ridge with ridge vent below (vents airspace below shingles only) 7K 16oz.Red copper cricket• _ 7M Red cedar shingled fascia. •O' 7L Sound insulation batts. ,SIN � \ Upper Stair Hall / � -IN 7N Red Cedarshinglesaddlehip. / LA 70 16oz Standing seam red copper roof. 200 See A700 / ' 7P 16oz Red copper flashing. I r n ( 7Q Stainless Steel Tubular Ladder&Track w/Wood Steps.See spec. F.F.31-7 1/4 / l : \ / 9A Ceiling break above. See interior elevations and building sections. 9B Tiled recessed soap tubby \ / 9C Architectural casework-See interior drawings I ' f f 9D Stone or Tile floor-mudset. 9E Stone hearth and surround 9F (2)layers 518"fire rated gypsum board on walls and ceiling. IN \ / 9G Concealed TV pocket-see interior drawings. { 9H Ext.Gas Sconce.Selection by owner = In I e t0A Attic access stair(see spec). SIN ✓ / Open Below I �� 13A Blue Duct under-slab ductwork.See HVAC N 400 Dn / \ N 15A Condensor Location. / \ 158 Boiler Exhaust _ 15C Freeze proof hose bib. +••�fN / \ — *-IN i5D Mechanicalchase. 15E Plumbing vent. 15F Combustion air intake well with drain. I I 15G Combustion air intake louver-Size TBD. 15H Centrotherm Flue Pipe + O 16B Electrical panel. 16C Exterior Waterproof Outlet 1 I 300 18 MARSHALL STREET, SOUTH NORWALK,CT o6854 1 1u 1 1 1, + 7u 11, t1, + 3u 1, 1, 1n 1 1 711 1, I 2' S'-108" 2 2 -62 61-011 2 2'-8�11 2 4-108 3 -68 3 -68 4 .104 2 2'-81' 2 6'-01, 2 -62 2' S -108 2 It— — -- Second Floor Plan SHOPE RENO WHARTONttC i 541-84" A220 1/4" = V-0" shoperenowhatton.com T.2 0 3.8 5 2.7 2 5 0 F.O. Stud to F.O. Stud �f ORIENTATION SEAL I 2`-0111 31_4111 3t_4111 21-621 21-04" 51-54n 5'-51" 21_04u 2'-62" 3'-44" 3,_4111 21_0111 N - - — - - - E \J �J '-J Ml�t SAG x 10 SAG 6x14 SAG x10I�h i N c� / // �v � 0 CLG.HT. -8'-6"A.F.F. — 0 7 y �/ 7 DRAWINGS AND SPECIFICATIONS ARE INSTRUMENTS OF PROFESSIONAL 1_0n 4'-24" 1 1 t i �/ 1 t_0,+ 41-2111 �\> / SERVICE ARE AND SHALL REMAIN THE PROPERTY OF THE ARCHITECT. I t„I,t ----- ------_ /- /- _ THESE DOCUMENTS ARE NOT TO BE USED IN WHOLE OR IN PART,FOR ANY I O I - I _ OTHER PROJECTS OR PURPOSES,OR BY ANY OTHER PARTIES,THAN THOSE �• I I ; `� _ �� d. PROPERLY AUTHORIZED BY CONTRACT WITHOUT THfi SPECIFIC WRITTEN { O O TX AUTHORIZATION OF SHOPE RENO WHARTON ASSOCIATES. i I O O r 7 ileTB L--J I I ileTB ----, 0 - i�`� i ISSUE DATES e i L----- i' L-_---L _ T EST '----------- -i =_ �j 13x13 , - — -_� r---� Q EF-6 f =�'- -----------I �j �! ■J i' C. ��' ,�' �� �j II { _ - - r -----a I I 13x13 {1 I Q�I�t II I RAG 12x12 I I O, L II II ( I , n � I 111 III IN 1 l �-----t '--=-_-y) I I III III 1 5 -5 li /IL==JI - -J _--- -------� L--- 7q I IL=_�I I\ II 1 1 f- 71 I SAG O ® velux SAG I SAG 6x14 SAG 6xt4 / / { {1 Velux A I� 1 { 4x12 RidgelighE 4 idgeiight P: 4x12 1-----L-----------I I. Access I Hatch ! - - - �}N N t O O L----� v ax - L----� O O Ji - { I 2018.12.21-Issued for Building Permit O I = 4 - ^_01�N 2 6_ CLG.HT.-8'-6"A.F.F. �rcG 7404 IC M fF-5 13x13 RAG 14x1a CLG.HT. -8'-V'A.F.F, �rn 1 1n r'M 0 0 Z 21 511 Z 10 RAG 14x14 Ti N Q F____-,-_.- I - f--- - 7 [ 3'-44" 2'-62" O _ O 1 1„ 1,I 1 r-N 2'-621 3,_44u 3?-44 2 62 , _ -- N L-- SAG x10 ,- ---- r" I / i^ \ y — i/ �> L----------------J i/ \\ -' SHEET TITLE CONTRACTORS NOTE. UNLESS OTHERWISE NOTED,ALL -�' FIXTURE DIMENSIONS ARE FROM SECOND FLOOR & REFLECTED FACE OF STUD. o O CEILING PLAN rn <n O 1 '-62' O _ CLG. -8'-6"A.F.F. CLG.HT. -VARIES See Int. Elevations SHEET NUMBER o a I SAG 6x14 SAG 6x14 I it - �3 = ----- 2 Reflected Cei in Plan 2+-04n 21-2" 41_211 41-2++ 41_211 2+_2" 2'-04° A220 1/411 = 1'-011 I IG k CB FND. ���� � � \ I- W O P p. ASSESSOSGARDINER LANECEL 102 4 MAP 141, COASTAL a CB FND. BARBARA L MERRICK II _ engineering co. DISPLACE Nib / /% \ 260 Cranberry May.Orleans,MA 02653 �1 R=30.00' �Q\�� 508.255.6511 P 508.255.6700 F L=47.12' (,� / \ = EAST BAY l vl 'S\1 `\\d'E��BS ��,9��/ \ �� X ASSESSO8 GARDINER ANECEL 103 // tHl1 SOP Q0 �N 'gJ�Cq��` FREDERIC D & \\ �'9y FND. / SUE E MERRICK TRS \ \ \\ qN�o m / op c� - l J �� cv i- o lost r\ �o Fo - , ,X<�7/N 0�' / ASSESSORS MAP 141, PARCEL 102 OSTERVILLE, MA q 14 GARDINER LANE / Q BARBARA L MERRICK II \ KEY MAP C7 CB L ) NO SCALE M E~ 6'�F� `�\ ���\ ��`\ / FND. ? o�q�F �� .' / • S 63'53'26" E I Q CB CB % 181.12' .o 9 534154" Q a FND. FND. S 4 . , o CO S E 26p REFERENCES. W W 112.64' E _ _ _ — — — — \ ASSESSORS 141, PAR 104-001 -� Q o #617 MAIN STREET o DEED BOOK 28210, PAGE 28 p / " s a c \ ASSESSORS MAP L=20.85 3 w o \ W #633 MAIN STREET Q DEED BOOK 29423 PAGE 280 � ` \ � I N CB FND. / i ____ \` ` \ o Q Fob , / ;_- --� �, �; ASSESSORS MAP 141, PAR 104-003 50 (TYP.) .� - / G o mom. #106 EAST BAY ROAD � Z WU �CO vj 0 3 \ DEED BOOK 29865, PAGE 255 kr) Lo /�O / ` o i \ "„o Co \ ASSESSORS 141, PARCEL 104-002 p q 00' ,\ !ICO 5 G BEDROOM DNy�WN `- o \ EBEDROOM c5 11 GARDINER LANE p U I \ SYSTEM $a ` , %� > DEED BOOK 29826, PAGE 20 w °� h \ x \XISTiNG 5 (ALrzn - Q - Ln LA \ `. ` 143.5 t-- 1 �D ��3js m = \ ���� i i ( / j 30SGARD GARDINER LANE 1, PARCEL 123 002 / \ E z 6'p6,ry w ___ \ `- 1 DEED BOOK 30167, PAGE 1 w 33 rn ` \ 51'39" W 177.95 t ASSESSORS MAP 141, PARCEL 104-003 N 1 N 73� 25 GARDINER LANE N 65'4955 W 164.96 ,,E MAIN STREET �-+ �'=- S �__ r�__-- , 1 BEDROOM c8>) �� t \ \ �a. „ w \� DEED BOOK 29865, PAGE 255 - du iii N66'55'15" W J�- — / C z i in i / 127.28 b/ I / SEAL �_, `� f� DATUM NOTE: ----- .o�`; 1---_jn I I M I pp �: / ELEVATIONS SHOWN HEREON ARE BASED ��k�of M ------� O� ------ �.�—II ' ASS ON THE NORTH AMERICAN VERTICAL � q ` �,, o IP _ , N 66'55'15" W 254.32' % j / DATUM 1988 (NAVD 1988) ° SEAN M cyGN n N "� FND. I /'`� ASSESSORS MAP 141, PARCEL 123-001 R L a z I // 110 EAST BAY ROAD ' / IL m c,� NIRAJ S & JILL M SHAH I No. 715 I/ FLOOD NOTE: rST01 00 I 44 Z I N You OF nj / '. i' EXISTING ''/oNAC TOTAL LOT AREA IN I A S�o'o y , / 7 BEDROOM N'o / FLOOD ZONE AE (EL 12) AS SHOWN ON _ SYSTEM TO ��^ r FEMA FIRM PANEL 25001C0544J � I COMMON OWNERSHIP 3 �I J ; REMAIN J I EFFECTIVE DATE JULY 16, 2014. ? o _°- 21.33 AC. 1 _► - �`;0- 1 J ..� 929 135f S.F. N o - ;, o ASSESSORS MAP 141, ( ) \ PARCEL 105 0 "� I #8 EAST BAY ROAD .i ' � I P�°olip \'"" ,�� `` a / ZONING. 8 EAST BAY REALTY TRUST ZONE: RF-1 a 1 �Po�o�o ; l4s.ot W \' N LOT AREA (MIN) 43,560 S.F. � ---- —__ _ � � ,. I � ��• � od 3 FRONTAGE (MIN) 20 FT. O / N 66'38'02" W I ``� / LOT WIDTH (MIN) 125 FT. --__/ FRONT SETBACK 30 FT 69.94' w ,I \\ r v _ j - i . C) SIDE SETBACK 15 FT. i o o I M 9 I REAR SETBACK 15 FT. o �\ '�' ` ^' EXISTING 7 BEDROOM MHW SETBACK 35 FT. ^ Z r o / `` I SYSTEM TO REMAIN F--I OVERLAY DISTRICTS: W 9 \ , AQUIFER PROTECTION OVERLAY w O I N 4 j3 1>1.99, I �� --\ 4. \ _ RESOURCE PROTECTION OVERLAY ►--1 4 \ > >2,3.1 \ I \\ SALT WATER ESTUARY PROTECTION Q � . / a \ /94.89 J 22 90, 001 W CB FND. / , \ \ \ N 50 2Z S9 P,QRKER p� LEGEND ® � \SB 07DAi) = TO BE REMOVED FND. ` a -� N 5650'S ,, w / I w 8 N 22 - ASSESSORS MAP 141, --�- % 9 58 PARCEL 10 R a ® = TO REMAIN 50 EAST BAY ROAD "' .•. i `— '---= �— \ � EK ►-�I BARNSTABLE LAND TRUST INC 110AE ARE I O PROPOSED t-To' �4S B kqY ey,Q0gO _ l ► � = OUTLINE OF TOTAL LOT AREA ,38 E- °' PG % ASSESSORS MAP 141, ti W PARCEL 107 ¢` 100 EAST BAY ROAD o BARNSTABLE LAND TRUST INC / SCALE / _ I AS NOTED Q ^' --� ! ,- ' APPROX. LOCATION OF EXISTING 5 I DRAWING FILE BEDROOM SEWAGE DISPOSAL C18614-SEPTIC.dwg .a SYSTEM PER PROPOSED SEPTi�_ DATE 0 SYSTEM UPGRADE PLAN PREPARED N / � BY MEYER & SONS, INC. DATED AUGUST 20, 2015. TO REMAIN DRAWN BY DAILY FL 0 WS PER TOTAL L 0 T AREA ' , CHECKED BY MJB ASSESSORS MAP 140, SMR PLAN PARCEL 163 _ DAILY FLOW TOTAL LOT AREA DAILY FLOW 120 EAST BAY ROAD o (GPD) (S.F.) (PER 10,000 S.F.) NANCY B SAMIJAN TR N 50 25 0 50 150 Q EXISTING 5,610 929,135 60 00 PROPOSED 3,901 929,135 42 s 1 inch = 50 ft. U u w OF SHEETS Q U PROJECT NO. C18614.00 DEEP OBSERVA TION HOLE LOGS - P115833 ESTIMATED HIGH GROUNDWATER CALCULATION OOC SE 3-5480 ZONING COMPLIANCE TABLE. DATE OF TESTS: NOEMBER 27, 2018 (USGS/FRIMPTER METHOD) APPROVED (RESIDENTIAL) COMMISSION UNDER MASS DEP FILE N0 D BY THE BARNSTABLE CONSERVATION ZONING DISTRICT: RF-1 -�� 0 1 � . SE#3-5480. FOR PERCOLATION RATE : LESS THAN 2 MINUTES PER INCH DROP IN INDEX WELL: # MW-29 ZONE: B �� 1� MORE INFORMATION SEE PROPOSED SITE PLAN BY COASTAL / THE C HORIZON IN DOH #1 �y ENGINEERING COMPANY TITLED "C2.1.1 - PLAN SHOWING SUBJECT REQUIRED EXISTING PROPOSED DATE OF READING: JULY 2017 �' COASTAL R.S. SOIL EVALUATOR LICENSED APRIL 1995 �'�• 2 y PROPOSED SITE IMPROVEMENTS" DATED MAY 17 2017. S� WITNESSED BY DONA D DESMARAS, TOCWN OF BARN. BOH, R.S. ) DEPTH TO GROUNDWATER: 7.7 `>r ryo� LOT AREA 43,560* S.F. 116,637t S.F. NO CHANGE GROUNDWATER LEVEL ADJUSTMENT. 2.0 _ k `�,r S' engineering co. NO GROUNDWATER ENCOUNTERED ACTUAL GROUNDWATER LEVEL ® SITE: EL= 4.7 �'�/ � SITE & LANDSCAPE NOTE. BUILDABLE UPLAND 43,560* S.F. 97,831t S.F. NO CHANGE / / y. / 260 Cranberry Hwy.Orleans,MA 02653 DEEP OBSERVATION HOE 1 EL=17.4t NO SCALE , -•, PROPOSED 508,255.6511 P 508.255.6700 F ESTIMATED (MAX.) HIGH GROUNDWATER LEVEL: EL= 6.7 �� �p '1" z FRONTAGE 20 FT. 286.29 FT NO CHANGE LOCUS / .� `�' � 1,500 GALLON SITE & LANDSCAPE CONTRACTORS TO USE THE LATEST DEPTH FROM F(MIUN�SELQ COLOR r' �9 �r '2y SEPTIC TANK HAWK DESIGN LANDSCAPE PLANS FOR ALL DETAILED EAST BAY SOIL HORIZON SOIL TEXTURE SOIL MOTTLING OTHER �• FRONT YARD - DWELLING 30 FT. N/A 69.9t FT. SURFACE NOTE: GROUND WATER DETERMINATION BASED ON WATER DEPTH IN TEST GRADING AND REFER TO THE ARCHITECTURAL/STRUCTURAL / \ Q Q `�' tsg2+ ' •! � PROPOSED DRAWINGS FOR ELEVATIONS RELATING TO TOP OF HOLES PERFORMED BY CEC JULY 26, 2017 AT 8 EASTBAY ROAD. (P# 1�4�1� �. o, ; ; S� 2,000 GALLON FOUNDAl10N & FINISHED FLOOR ELEVATIONS. SIDE YARD (EAST) - DWELLING 15 FT. N/A 32.4t FT. \ 0" - 28" FILL - �` \ 9. PUMP CHAMBER PERC AT 48" 4::) SIDE;i\' 6°+ SIDE YARD (WEST) - DWELLING 15 FT. N/A 73.6t FT. MEDIUM TO 28" - 132" C FINE SAND 10 YR 7/4 NONE LOOSE (EL.=13.4t) OQF1 NO GROUNDWATER IVI18 PROPOSED ° 10' MIN �� PROPOSED 43'L X 18'L REAR YARD - DWEWNG 15 FT. N/A 282.9t FT. /VO q m / ENCOUNTERED AT A SOIL REMOVAL NOTE �Q UTILITY DO'S PERC-RITE DRIP DISPERSAL BLDG. HEIGHT - DWELLING 30 FT. OR 2.5 STORIES N/A 27.6t FT. Q )/ DEPTH OF 132" REMOVE TOPSOIL AND UNSUITABLE MATERIAL WITHIN FOOTPRINT �, 18 SERVICES �,y '� SYSTEM (SEE SHEET C2.5.10) LOT 1 (EL.=6.4t) " . J o / x ' GARDINER LANE OSTERVILLE, MA DEEP OBSERVATION HOE 2 EL=18.5f NO SCALE OF DRIP DISPERSAL FIELD DOWN TO C HORIZON AS SHOWN 0 Q / i y A FRONT YARD - TEA HOUSE 30 FT. 341.7t FT. 339.2t FT. IN DOH #1-#4) AND REPLACE WITH SAND FILL TO EL=17.3f V / DEPTH FROM SOIL COLOR Q' �` SIDE YARD TEA HOUSE 15 FT. 24.5t FT. 21.Ot FT. SOIL HORIZON SOIL TEXTURE SOIL MOTTLING OTHER IN ACCORDANCE WITH NOTE #9. � PROPOSED LRB (� - KEY MAP SURFACE (MUNSELL) / y (261 x 14'W x 6'D) �60- SIDE YARD (WEST) - TEA HOUSE 15 FT. 226.8t FT. NO CHANGE NO SCALE J INV. IN EL.=14.20 O �v 0" - 32" FILL - (7� BOT. STONE EL.=8.20 \/ pp '� tAA Q�'` j �' !g ?B, 1 \ �. 0 REAR YARD - TEA HOUSE 15 FT. 40.8t FT. 39.5t F r. 32" - 132" C MEDIUM TO 10 YR 7/4 NONE LOOSE �J' / � � � `� I ����� y ',%% �, FINE SAND 55.�' �� ��' i / i BDG. HEIGHT - TEA HOUSE 30 FT. OR 2.5 STORIES VARIES-AS NOTED ON VARIES-AS NOTED ON REFERENCES. PORTION OF EXISTING / ; PROPOSED �k,�c �� x ,,/,,, o p ) - ARCHITECTURAL PLANS ARCHITECTURAL PLANS NO GROUNDWATER CONC. & GRANITE 1� t7 ` i h 9� •� Q �' Ip _ _ _ * 617 MAIN STREET r TRENCH DRAIN \�� ENCOUNTERED AT A CURB TO BE REMOVED RIM. EL=16.50 O /.��pQ f l2y �Op• _.._.. "I, rx- RPOD LOT AREA (MIN) 87,120 S.F. ASSESSORS LOT 141-104-001 DEPTH OF 132" 'e w/ �� >r �, t� L (MATCH EX. GRADE) i h i // c� %�, 1 �..- L (PART OF THE FORMER 633 MAIN WAS ADDED) o (EL.=7.5f) f � „ , �"� c,�'i '1` P tat 8 1 DEED BOOK 30724 PAGE 97 DEEP OBSERVATION HOE 3 EL=20.1t NO SCALE x ii IRS, Q �Q�,��, ;' �.��' PROPOSED s, 5 g•'� LEACHING `' (FORMERLY) #617 MAIN STREET DEPTH FROM SOIL COLOR N' SOIL HORIZON SOIL TEXTURE SOIL MOTTLING OTHER `'� 1 X�. %ii%'r "� / RECHARGE BASIN SURFACE (MUNSELL) - - ts.o /i ;; a 1 ,�, _ ` � �// ;/, ���' / ? � � te2+ � S6'ps•. DEED BOOK 28210, PAGE 28 PROPOSED CURB 0" - 24" B LOAMY SAND 10 YR 6/6 - ^}15� 19 �� ���3 / \ I/ / w ?4 PROPOSED o CUT ENTRANCE DRIVEWAY 1 N \ DEED MBOOK 299423 PAGES 280 MEDIUM TO ,`� \ PROPOSED PROPOSED TEA HOUSE TO (UNDER CONSTRUCTION) 24" - 130" C FINE SAND 10 YR 7/4 NONE LOOSE y�, 1 YARD DRAIN _ - _ - _ 25 SEE PLANS PREPARED BY SHOPE RHENO MARTON LOT 4 SHOWN ON PLAN OF LAND TITLED NO GROUNDWATER tea, _ Oi th RIM EL=17.5 / )0 1s8.� AND/OR CEC PLAN SHEET C2.3.9 "PLAN SHOWING PROPOSED RE-DIVISION OF LOTS" � ,' � , _ � \ +rz3 ` ,,, ENCOUNTERED AT A PROPOSED ' " J '� / 15 w N N N 66'S� tiry SHOWN ON P.B. 507, PG. 2 & P.B. 563, PG. 44 " I o, EXISTING TEA $ 21.14 PREPARED FOR SAMILJAN do SHAH, PREPARED BY DEPTH OF 130 EDGE OF LAWN/ �S a �� - }ts2 f O •'y 12�2 ►+ HOUSE BUILDING o - -- COASTAL ENGINEERING COMPANY AND DATED (EL.=9.3t) PLANT BED (TYP) \5 1�,x *>>s �� o, _ - - 100' FROM ` 1 DEEP OBSERVATION HOE 4 EL=20.St NO 'SCALE ( ) k i TO BE REPLACED N _ I JULY 31, 2017. PROPOSED � ts� .. h• �•� .�.� +24.8 � TOP OF ,� i DEPTH FROM F(MI OLOR - CATCH BASIN SOIL HORIZON SOIL TEXTURE SOIL MOTTLING OTHER . �' ! ' r �� / 19 COASTAL SURFACE SELL) a PROPOSED PROPOSED �* "'�' •� q, ; � N RIM EL.=14.90 ; � / � e . BANK v"•' � ' �' � �, � � � ' � � WATER FEATURE LEACHING `� �. •� FLOOD NOTE. 0" - 18" B LOAMY SAND 10 YR 6/6 - h�O �� `. ` "� _ xsss _ - ,' TOW'�f_1 FLOOD ZONE AE (EL 12) AS PROPOSED \ ✓� PROPOSED RECHARGE BASIN tip `� SHOWN ON FEMA FIRM PANEL MEDIUM TO YARD DRAIN = �; /�k ^ ' �� - YARD DRAIN �"'e 20 z11 7RISER507• 7RISE o } » w -� 21 #25001CO544J EFFECTIVE DATE 18" - 130" C 10 YR 7/4 NONE LOOSE RIM EL.=11.90 v 16 RIM EL=17.5 R +20. zt.3+ JULY 16, 2014. FINE SAND / j 20.7 NO GROUNDWATER it /r 14.23 / 19 _ +207T2 '�i'i.o+2t.0 T.o.WI s ' + / 21 - , ' rw- ENCOUNTERED AT A i3► .. s• 164.96'ts. ' +tss ' PROPOSED N i _ _i T.O.W.23. `YORLP:�9. Y RD D9Ag T.O.W.:23. - 20.7 21 _- '--YARg�fM Q DEPTH OF 130" a to / DECOMPOSED GRANITE A NOTE. 21.42+ (EL.=10.Of) N 55" W �, +ts. PATHWAYS (TYP.) _._.._._.� .Q.�': ` --- m _ _ _._ ELEVATIONS SHOWN HEREON ARE J N 6 ' _ C- ( Q. } 50' FROM,- 0ED i PROPOSED ���✓( lT4f ' 2t BASED ON THE NORTH AMERICAN EDGE OF LAWN :0,6 zo;6 ,6 s �5 TOP OF�0.72 1i YOGA STUDIO \ z ' / VERTICAL DATUM 1988 (NAVD1988) DESIGN CALCULATIONS J3 �� _ �� ('�•) �._ _. n�.o^ : " OASTA r UNDER f �- i l' _. q{}K CONSIRUC110N)\ SITE BENCHMARK: 100' FROM 20 i O a, SEAL !`. �. YARD OR YARD DRA DIP:19.6 TA ,p _.._ O DESIGN FLOW: PROPOSED 5 BEDROOM DWELLING AT 110 GAL. PER DAY PER BEDROOM = 550 GPD TOP OF MAG NAIL SET +t452 , - - - s� PP OF 50' FROM `I' o EEV.=11.24 (NAVD 1988) 1 '' / f. (; ASTAL TOP OF lg _ + 'a tg.93 t94 j171 �9+1193 zo.6 21. .. �. SEP11C TANK: 550 GPD X 200% = 1,100 GAL. - USE 1,500 GALLON SEPTIC TANK H-20 BANK COASTAL 19.63 �t�F ASS ( ) (C.E.C. TO TRANSFER PROPOSED, BANK 18 1• T.O.W.:20.32 'fie oaf qc BENCHMARK PRIOR TO FENCE , 19 3R o r o r _ 2 � SEA M. N SOIL ABSORPTION A 43'L. x 18'W. PERC-RITE DRIP DISPERSAL FIELD CAN LEACH: START OF CONSTRUCTION) + __ i- 17 18 ,a & 1� + ry -F RIL Y SYSTEM: Vt = (43 x 18) x .74 = 573 GPD > 550 GPD REQUIRED �., `1 _ T x 2.a �^s-��"���--- 18 / ' CIwV N J \►J _- f 1 .`\l. I 0./16.67`2R 0, - "-17- \ 4 S PUMP CHAMBER: 1 DAY ABOVE ALARM = 550 GAL. PROPOSED LRB `1' - - rF �, I 21 1 DOSE = 374 GAL 161 INV?IN x 2'D) \. ASSESSORS MAP 141, PARCEL 105 11 �`s' 1 1 7 ��` �o - 16 07 TOP OF „ - ASSESSORS MAP 141, GrSTER� ( ) e _ 2Ro7 i I COASTAL �� F SUMP = 623 GAL. _ CD- *tN / '/ R I PARCEL 123-001 SS�ONAL ENG TOTAL - 1,547 GAL. USE 2,000 GAL PUMP CHAMBER I l4 - _ ` 14_.. _- R , ,v .�.,� N BANK 110 EAST BAY ROAD r \ - BOT. STONE EL.=8.20 �, , #8 EAST BAY ROAD Z / i \\1/,rl, / / ,3_ \ rn \'x�s.o l NIRAJ S & J LL M SHAH LEGEND PERC-RITE: REQ. LENGTH OF TUBING = 774 S.F. / 2 = 387 FT, USE 400 FT (MIN.) PER OAKSON MASS. 8 EAST BAY REALTY TRUST va 16 ; 50 FROM / 0 / - ,� �- _` o g �� `_ 10 RUNS X 43 FT = 430 FT > 400 FT (MIN.) v EDGE OF ,_•> S. .> 12 C CONSTRUCTION NOTES ��- - " 9 _ _ _ _ "- - "� n � ; ,' WETLAND 14,•� - 1? o• - -_. _. - - 10 � 11 .? \„ �1Si�' �� � USE SINGLE ZONE, SIDE FEED PERC-RITE SYSTEM WITH 1 LATERAL AND 10 RUNS O N 155 ! 11 9 - ws6. ` �� ^ �" `� \ �� Q 1. INSTALLER TO ARRANGE A PRECONSTRUCTION CONFERENCE WITH ENGINEER Z 0 0. X e 6.6 �. INSTALL: ONE ( 1 ) - 43'L. x 18'W. PERC-RITE DRIP DISPERSAL FIELD �' S + TOP OF �3' >>' + - - - - -8- - ■ BOUND PRIOR TO CONSIRUCIION. 1 T.o.w.:,2.6 r.o.w.:,2 +9.0 +9.0 9.0+ �` COASTAL 9.0+ 9.0+ +o0 9.0+ 9.o LZl ONE ( 1 ) - 1,500 GAL. SEPTIC TANK (H-20), MINIMUM ALLOWED 2. ENGINEER SHALL INSPECT WHEN THE COMPONENTS OF THE SYSTEM HAVE n N v: k 6 7 6.6+ � CATCH BASIN ONE ( 1 ) - 2,000 GAL. PUMP CHAMBER (H-20) W/ HYDRAULIC UNIT #ee BEEN INSTALLED. rn // BANK �. + .5 � 3a i4 - � o B \6. _._.-.._.._. _.._.._ ..-.. DRAIN MANHOLE 3. INSTALLER TO PERFORM A WATERTIGHT TEST ON ALL CHAMBERS AND - - - - - - - - - - - - - Z / 1� S SEWER MANHOLE TANKS. TEST TO BE WITNESSED BY ENGINEER AND PERFORMED AS FOLLOWS: / y% - : O rx - FILL TANKS WITH WATER AND PRESOAK FOR 24 HOURS. Y�/ �. / / 5 6 W W (CONTACT ENGINEER AT START OF PRESOAK) r i -- 1\D'// WF- -6.o+ m TELEPHONE MANHOLE �,r _ - ENGINEER TO MEASURE WATER LEVEL AFTER PRESOAK IS COMPLETE \0' / / - - -- (a MANHOLE O - ENGINEER TO RE-MEASURE WATER LEVEL 24 HOURS AFTER PRESOAK PLAN �� WF 37 / 31w.,, _ ,I//,� ® MONITORING WELL GENERAL NOTES - ENGINEER TO RE-MEASURE WATER LEVEL 48 HOURS AFTER PRESOAK- = - - w �! WEEPS IN WAIL ��~ 4. INSTALLER TO PERFORM A CLEARWATER TEST PRIOR TO SYSTEM BEING �$ �/ - - " !\ WEEPS w WA<L x.TAX:zo 5.6+ R 06• T.O.W.:7.0 � ` � GAS VALVE 1) GARBAGE GRINDERS ARE NOT ALLOWED WITH THIS DESIGN. PLACED INTO SERVICE TO DEMONSTRATE OPERATION OF SYSTEM. TEST TO 30 15 0 30 90 / r WF-39 WF-38 6Is _ _. ,._. +5._._ _.._._ -._ _ _ _._ _ - - --5s +ss a : `� pd WATER VALE W BE WITNESSED BY ENGINEER AND BOARD OF HEALTH. - 2) THE INSTALLER IS RESPONSIBLE FOR ASSURING THAT COMPONENTS OF THE SEWAGE DISPOSAL SYSTEM •••• HYDRANT ARE DESIGNED WITH SUFFICIENT STRENGTH TO SUSTAIN ALL LOADS TO BE IMPOSED ON THEM. ANY •, - -40 WF-31 WF-30 WF-29 WF-28 F 41 WF-34 WF-32 WF-27 + r--`"""�" WF-23 COMPONENT OF THE SYSTEM SUBJECT TO VEHICULAR TRAFFIC MUST COMPLY WITH A MINIMUM EDGE OF WF-33 EX : WF-26 WF_25 ELECTRIC METER FLAGGEDSTANDARD OF A.A.S.H.T.O. H-20 WHEEL LOADS. WETLAND / \ WF-24 PULL BOX O I1O 3) SETTING N ELEVATIONS OF EXIT INVERTS, AND REPORT ANY PRIOR TO SOS DIS SHALL VERIFY CREPANCIES TO THE EXISTING POWER, CONTROLS AND ALARMS 1 inch = 30 f CONDITIONS, INCLUDING ® CABLE TV BOXDES GN ENGINEER. 1. CONTRACTOR SHALL PROVIDE ALL REQUIRED ELECTRICAL EQUIPMENT, THIS AREA IS SERVED BY TOWN WATER EDGE of 4) ALL f GRAVITY SEWER PIPE SHALL BE 4" DIA. SCH 40 PVC UNLESS OTHERWISE NOTED. THE MINIMUM CONDUIT, AND WIRING FOR A COMPLETE AND OPERATIONAL SIMPLEX ( ) APPROX. EDGE \ FLAGGED ^ WETLAND ® TELEPHONE BOX OF POND LIGHTPOST I--"1 SLOPE OF 4" DIA. SCH 40 PVC SHALL BE 0.01 FT/FT. PUMP SYSTEM IN ACCORDANCE WITH THE NATIONAL ELECTRIC CODE. v �h FTC 5) NO PART OF THIS DESIGN SHALL BE ALTERED WITHOUT PRIOR APPROVAL FROM THE DESIGN ENGINEER 2. POWER AND ALARM WIRING SHALL BE PLACED IN CONDUIT AND RUN � T` v h+i AND THE AGENT OF THE LOCAL BOARD OF HEALTH. ALL REQUESTS FOR CHANGES SHALL BE MADE IN UNDERGROUND TO ALL EQUIPMENT. W \ rF� 3. ALL MANUFACTURER SUPPLIED CONTROL AND ALARM PANELS SHALL ON-SITE DRAINAGE NOTE. N 66.3a02' \ MISC. SIGN W ` ) WRITING PRIOR TO CONSTRUCTION. BE WALL MOUNTED AT THE BUILDING. (LOCATION MUST BE 9A' 6) THE USE OF ALTERNATE MANUFACTURERS FOR SYSTEM COMPONENTS SHALL NOT BE APPROED IF THE ALL ROOF RUN OFF SHALL BE COLLECTED VIA GUTTERS AND DOWNSPOUTS AND REROUTED TO LEACHING RECHARGE �. 69' \ POST �^II USE OF THEIR EQUIPMENT REQUIRES CHANGES IN DESIGN. APPROVED BY OWNER) BASINS (LRB'S) VIA 6" DIA. SDR 35 COLLECTOR PIPE (S=2% IMIN.). CONTRACTOR TO CONFIRM LOCATION OF / Z o UTILITY POLE 4. ALL WORK SHALL BE PERFORMED BY LICENSED ELECTRICIANS. 7) THE INSTALLER SHALL ASCERTAIN THE LOCATION OF EXISTING UNDERGROUND UTILITIES PRIOR TO LRB'S/COLLECTOR PIPES WITH ENGINEER PRIOR TO INSTALLATION AND NOTIFY ENGINEER OF ANY DISCREPANCIES. _ O EXCAVATION, AND SHALL PROTECT UTILITIES WITHIN THE WORK AREA DURING CONSTRUCTION. GUY POLE fT1 8) ALL SYSTEM COMPONENTS SHALL BE MARKED WITH MAGNETIC MARKING TAPE OR A COMPARABLE MEANS IN ORDER TO LOCATE THEM ONCE BURIED. • I IF APPLICABLE: SIEVE PERCENT GUY WIRE r., 9) FILL MATERIAL FOR SYSTEMS CONSTRUCTED IN FILL SHALL BE CLEAN GRANULAR SAND, FREE OF SIZE PASSING I N S P E C TI 0 N N 0 TE PARKER POND TREE ORGANIC MATTER AND OTHER DELETERIOUS MATERIALS. THE SAND SHALL BE GRADED SUCH THAT NOT PERPETUAL MAINTENANCE 171,gg # 4 100% THE STATE ENVIRONMENTAL CODE, TITLE 5, REQUIRES INSPECTION(S) N 47.37'23" (TIDAL WETLAND FLAG MORE THAN 45% OF THE SAMPLE, BY WEIGHT, SHALL BE RETAINED ON THE #4 SIEVE. THE FILL SHALL HYDRAULIC UNI T AGREEMENT REQUIRED W NOT CONTAIN ANY MATERIAL LARGER THAN 2 INCHES. THE MATERIAL THAT PASSES THE #4 SIEVE # 50 10%-100% OF THE SEWAGE DISPOSAL SYSTEM BY THE DESIGN ENGINEER. # 100 0%-20% mot. !_ _'�� °` EDGE OF WETLAND SHALL MEET THE FOLLOWING GRADATION REQUIREMENTS: (SEE THIS SHEET AND SHEET C2.5.10 FOR DETAILS) WITH PERC-RITE SYSTEM 194.89' 22.90',• # 200 0%-5% *_* CONTRACTOR �CONFIRM FINAL LOCATION WITH INSTALLATION CONTRACTOR MUST NOTIFY THE DESIGN ENGINEER _ FENCE ENGINEER PRIOR TO INSTALLATION. INSTALL UNIT AND PRIOR TO THE START OF INSTALLATION FOR DISCUSSION ON N 50'27'59" W PIPING IN ACCORDANCE WITH MANUFACTURER'S ASSESSORS MAP 141, REQUIRED INSPECTIONS. PERC-RITE SYSTEM MUST BE PARCEL 106 OVERHEAD UTILITY LINE REQUIREMENTS - REFER TO COLD CLIMATE NOTES. -<� W FTC PERC-RITE SYSTEM SHALL BE INSPECTED ONCE PER YEAR INSTALLED BY A CERTIFIED 50 EAST BAY ROAD 1.5" DIA. SCH 40 PVC BARNSTABLE LAND TRUST INC (SEE SOIL r� PROPOSED DWELLING (PERPETUAL MAINTENENANCE AGREEMENT REQUIRED) INSTALLER APPROVED BY ENGINEER. REMOVAL NOTE CONTOUR w FLUSH RETURN PIPE ) DEP TOC6 TOP OF COASTAL BANK TOP OF FIN. FLOOR EL.=21.00 FROM HYDRAULIC UNIT RAISE COVERS TO ZABEL FILTER RAISE COVER TO 30 CAST IRON 43' -V-V- AS DEFINED BY MA DEP F r I•--I (SEE ARCH. FOR T.O.F.) A1800 SERIES WITHIN 6" OF COVER TO POLICY 92-1 (0.5% MIN. SLOPE) WITHIN 6 OF U MODEL 4X22 FINISH GRADE FINISH GRADE (25% > SLOPE > 10%) FINISH GRADE W � W ---------------------------- # ti FINISH GRADE=19.5t F.G. = 19.3t TO 18.ot AIR RELEASE - DOH 1 O W - - CEC TEST HOLE LOCATION o FINISH GRADE-20.1t FINISH GRADE-19.8t VALVES SOIL LO V � a • 6" MIN. AND (HIDE IN (SEE LOGS- 583 _ .. ••. 9 MIN. ,' :'• . 9" MIN. ( # ) PLANT BED � a• • . 3' MAX. s 2' MAX. ) --------- ----- ----- ------------ ------- --- --- --- - ----- ----- ----------------- 'I SCALE 4" DIA SCH 40 PVC PIPE 3 MAX. OF PROP OSED 3 OR AS REQUIRED BY MASSA T .. -------------------------- - ------- ------------------------------------------------------------------------- .� �-- CONTOUR DRAWING FILE 2 MIN. LAYER P P AS NOTED •,• . ••,••.. ;tip 4" DIA SCH • CLEAN SAND PLUMBING CODE 1 zDROP:2' min. FLOW 40 PVC PIPE :. .. • •.• : . • . 1 :.. ----------------------------------------------------------------------------------------------------------------------- 'i SPOT GRADE C18614-CONSTRUCTION.DWG 3 O " max. LINE 17.30 20.6t DATE ------------------------------------------------------------------------------------------------------------------------ u 10. SEE �' D. 02-08-2019 ` SEE PERC-RITE DRIP DISPERSAL LIMIT OF WORK 17.00 BELOW 16.50 •, FIELD LAYOUT (THIS SHEET "` SEDIMENTATIONBARRIERDRAWN BY 16.75 1,500 GALLON �: SEE SHEET C2.5.10 FOR ( ) I C.O. CLEAN OUT -----------------------------------------------------------------------------�------------------------------------ oz LIQUID SEPTIC TANK TYPICAL PUMP TANK AND ALONG WITH SHEET C2.5.10 MTB DEPTH 16.40 - W - WATER SERVICE THE MINIMUM SLOPE FOR W/SANITARY HYDRAULIC UNIT DETAIL PERC-RITE DEPTH TO I ------------ -=-==----------------------�--=- ---------------------------- ------------------------------------- CHECKED BY 4" DIA SCH 40 PVC PIPE TEES GAS SERVICE FIELD DIMENSIONS: ESTIMATED HIGH __�------------------------------------------------------------ IS °� 1/8" PER FT - --� v ,•• 43�L X 18'W GROUNDWATER= 10.6't ELECTRIC SERVICE o o -------------------------------------------------------------------------------- -------------------------------------- INTER CONNECTIVE ROUTE ( ) TE KVC N ,.• ..•. . . , ESTIMATED HIGH �JQ`� `--------------------------------- O °° .••.:'• ' ; ' •' . ••,, •• ;•.: GROUNDWATER c��. DRAINAGE PIPE G U •.. EL.=6.7f Q�� 1.8' SPACING (TYP.) (6"0 SDR 35, S=2% MIN.) COMPACTED BASE `�e ■ YD - YARD DRAIN o COMPACTED BASE PERC-RITE DRIP DISPERSAL FIELD LAYOUT SIDE FEED) (SEE HAWK PLAN) 0 12'f W/ 6" LAYER OF W/ 6" LAYER OF can C2o5o10 o CRUSHED STONE 3't 2,000 GALLON EFFLUENT DOSING CHAMBER (H-20) CRUSHED STONE PERC-RITE DRIP DISPERSAL FIELD (Z152 MANIFOLD, 1.8 FT. SPACING) SEE SHEET C2.5.10 FOR MORE INFORMATION crA GAS METER (INSIDE TANK DIMENSIONS: 101 x 5'W) NOT TO SCALE TEA HOUSE & u OUTLET TEE DEPTH pzl- LIQUID DEPTH BELOW FLOW LINE NOTE: au DWELLING NOTE: (SEE SHEET C2.5.10 FOR MORE INFO) THE INFORMATION HEREON HAS BEEN PREPARED ACCORDING TO THE Q w ALL WATER FIXTURES TO BE WATER TESTED BY 4 FT 14 INCHES SCHEMATIC FLOW PROFILE ISSUED FOR REGULA TOR Y REVIEW 02-0V-2019 OF ? SHEETS CONTRACTOR TO VERIFY ALL SEWER EXIT LOCATIONS PRIOR 5 FT 19 INCHES REQUIREMENTS OF TITLE 5 OF THE STATE ENVIRONMENTAL CODE FOR SUBSURFACE Q TO INSTALLATION OF ANY SYSTEM COMPONENTS. 6 FT 24 INCHES ALL INSTALLATIONS MUST CONFORM TO THE MINIMUM REQUIREMENTS OF TITLE 5 DISPOSAL OF SANITARY SEWAGE AND LOCAL BOARD OF HEALTH REGULATIONS. o PROJECT NO. w 7 FT 29 INCHES v C 18614.00 AIR RELEASE VALVES WITH GREEN VALVE BOX COVER VALVE BOX INSERTED THROUGH 7" L COVERS TO GRADE LOCATED SUPPLY&RETURN MANIFOLD COLD CLIMATE NOTES: HOLE IN FOIL WRAP INSULATION HIDE IN PLANT BED LOCATED ABOVE DRIP TUBING TO DRIP TUBING COVER SHALL AT FINISHED GRADE ( ) ALLOW MANIFOLDS TO DRAIN CONSIST 2" MIN -6" MAX VERTICAL SUPPLY& CLEAN SAND COVERED BY 6" 1. ALL ATTEMPTS SHOULD BE MADE TO PLACE THE HYDRAULIC UNIT IN A LOCATION WITH AN OPEN SOUTHERN EXPOSURE FOR WARMING PURPOSES. MANIFOLDS AND LATERALS BENEATH 2' LOAM &SEED 2. ALL PIPES ENTERING AND LEAVING THE HYDRAULIC UNIT SHALL ELBOW VERTICALLY DOWN 90 DEGREES TO A DEPTH BELOW THE FROST LINE PRIOR TO FOIL WRAP INSULATION SHALL BE INSTALLED X 2' FOIL WRAP INSULATION LAID FLAT COASTAL OVER TUBING (PER COLD CLIMATE NOTES) RETURN LINES SEE LANDSCAPE PLAN) EXTENDING AWAY FROM THE UNIT HORIZONTALLY. � INSULATED (PER EXISTING GRADE ( 3. THE SUPPLY AND RETURN LINES SHALL BE INSTALLED BELOW THE FROST LINE. WHEN THIS IS NOT POSSIBLE, RIGID FOAM INSULATION (MIN 1��THICK) COLD CLIMATE EI'1g II18e1'II1 CO. SHALL BE PLACED OVER THOSE PIPES THAT ARE ABOVE THE FROST LINE. ALL LATERALS SLOPE NOTES) 4. THE VERTICAL SECTIONS OF PIPE THAT TRAVEL THROUGH THE FROST ZONE AND CONNECT THE SUPPLY AND RETURN LINES TO THE MANIFOLDS SHALL RIGID INSULATION BOX DOWNHILL TO DRIP TUBING 260 Cranberry Hwy.Orleans, 02653 DEPTH BE INSULATED SCH 40 PVC PIPE. INSULATION SHALL CONSIST OF FOAM PIPE WRAP INSULATION AND 1" RIGID FOAM INSULATION STRIPS MADE INTO A FOR SELF DRAINAGE 50$.255.65n P 508.255.6700 F BOX. (SEE INSULATION DETAIL) AROUND VERTICAL PIPES 5. FOIL WRAP INSULATION SHALL BE PLACED OVER THE SUPPLY/RETURN MANIFOLDS AND LOOP CONNECTORS SO THAT AT LEAST V OF INSULATION EXTENDS EACH DIRECTION BEYOND THE FITTINGS. (SEE INSULATION DETAIL) 6. AIR RELEASE VALVE ENCLOSURES SHALL BE INSULATED WITH BAGGED STYROFOAM PEANUTS, FOIL WRAP INSULATION,AND RIGID FOAM INSULATION TOP VIEW INSIDE THE LID. (SEE INSULATION DETAIL) 4'MIN. 7. ALL LOOPS CONNECTING DRIP RUNS SHALL BE SLIGHTLY ELEVATED (MINIMUM 1" - 2") SO THAT THEY DRAIN INTO THE DRIP TUBING AFTER THE PUMP RIGID FOAM INSULATION MAIN SUPPLY& SHUTS OFF. IT IS THE CONTRACTOR'S RESPONSIBILITY TO ENSURE THAT THESE LOOPS STAY ELEVATED DURING AND AFTER THE LOOPS ARE VALVE BOX INSERTED AIR RELEASE COMMON RETURN BACKFILLED. THROUGH 7" HOLE IN VALVES MANIFOLDS AND LATERALS LINES LOCATED 1/2" PVC FLEX 8. DENSE VEGETATIVE COVER IS TO BE ESTABLISHED OVER THE SUPPLY TRENCH, RETURN TRENCH, MANIFOLDS, AND DRIP TUBING PRIOR TO THE FIRST FOIL WRAP INSULATION BENEATH FOIL WRAP INSULATION BELOW FROST LINE = ESHWT RETURN LOCATED EXPOSURE TO FREEZING TEMPERATURES. IF VEGETATION CANNOT BE ESTABLISHED THEN THE ENTIRE DRIP DISPERSAL FIELD IS TO BE COVERED WITH diFINISHED GRADE ABOVE DRIP TUBING A THICK LAYER(MINIMUM 6")OF MULCH, STRAW/HAY, OR FROST BLANKET UNTIL SUCH TURF COVER IS ESTABLISHED. FOIL WRAP INSULATION SHALL BE PERC-RITE FIELD CAT L X 18' W) TO ALLOW DRAINAGE 9. VEGETATION HEIGHT OVER THE DRIP DISPERSAL AREA SHOULD BE A MINIMUM OF 4"- 6"THROUGHOUT THE WINTER MONTHS. INSTALLED AROUND VALVE BOX& STYROFOAM PEANUTS Note: All Perc-Rite components shall be obtained ABOVE MANIFOLDS AND LATERALS IN BAG from Oakson,Inc,Gloucester, MA.,978-282-1322 (NOT TO SCALE) (PER COLD CLIMATE NOTES) NOTES: SUPPLY AND RETURN LINES "" - 1/2 CRUSHED STONE NOTE: THE DRIP TUBING SHALL BE THE LOWEST 1. ALL RIGID AND FLEXIBLE PVC ARE TO BE LOCATED ABOVE THE DRIP LINE TO ALLOW NOTE: CLEAN 1/4 BELOW FROST ZONE(lYP 4'). RETURN MANIFOLD ALL DRIP LOOPS ARE TO BE LOCATED 2"ABOVE THE DRIP LINE TO POINT TO ALLOW FOR DRAINAGE FROM BOTH THE TO BE LOCATED ABOVE THE PIPES TO DRAIN. ALLOW FOR THE LOOPS TO DRAIN. INSULATE LINES WITH RIGID SUPPLY MANIFOLD VERTICAL INSULATED SUPPLY AND RETURN PIPES AIR RELEASE 2. THE AIR RELEASE VALVES SHALL BE PLACED AT THE HIGHEST POINT ON THE SUPPLY pip FLEXIBLE FOAM OR RUBBER FOAM BOARD WHEN PROPER DRIP TUBING TO ALLOW a 1/2" PIPING TO BE VALVE THE MANIFOLD TO DRAIN AND RETURN LINE FOR EACH ZONE. " FROST DEPTH CANNOT BE 1 MIN. TUBING PIPE WRAP INSULATION � LOCATED ABOVE DRIP 3. EACH ZONE TO HAVE TWO AIR RELEASE VALVES. AROUND VERTICAL PIPES ACHIEVED. 5 TUBING TO ALLOW THE PRESSURIZED 4. RETURN LINES TO BE CONNECTED TO A RETURN LINE. RADIUS MANIFOLD TO DRAIN + DRIP TUBING * RAM INSERT + + + + + + CHECK VALVE FOR ADAPTER RIGID INSULATION BOX + + MULTIPLE ZONE DRIP 12 AROUND VERTICAL PIPES + + VALVE BOX WITH 1/2" MIN LOOPCROSS SECTION VERTICAL INSULATED + + + # + + SYSTEMS ONLY RIGID FOAM INSULATION rdTYP)� PVC FIP + AIR RELEASE �, INSERTED UNDER COVER 1/2" FLEX PVC TUBING ADAPTER RETURN PIPE • a " (PER COLD CLIMATE + + VALVE + + � 4 LENGTH (TYP) +� ► VERTICAL INSULATED AIR RELEASE INSULATION DETAIL NOTES) FINISH GRADE • RETURN PIPE VALVES NOT TO SCALE) zzz (PER COLD CLIMATE TYPICAL DRIP LOOP CONNECTION (NOT TO SCALE) 1/2" PVC RIGID NOTES) RETURN RETURN PIPE MANIFOLD PVC PRIMED TREADED CONNECTION WITH 5'-0" 6'-0" 5'-0" 1" PVC SUPPLY PIPE BELOW FROST LINE SUPPLY AND GLUED TEFLON TAPE '~-' 14'-0" BELOW FROST LINE DRIP TUBING 1" PVC RIGID MANIFOL / III 6' DIAMETER(H-20) PRECAST CONCRETE LEACHING BASIN. INSTALLATION DEPTH 6 MIN � SHOREY LCB-1000-H-20 OR H AS PER DESIGN r' 1/2" PVC FLEX / FLEX PIPE DRIP EQUAL A FOIL WRAP INSULATION SHALL �. BE INSTALLED OVER TUBING FORCE MAIN INSTALLATION ***SITE CONTRACTOR TO COORDINATE 1/211 1" RETURN TUBING o (PER COLD CLIMATE NOTES) DEPTH TO BE BELOW THE FROST LINE LOCATION OF IRRIGATION LINES WITH SEPTIC 1" SUPPLY �. RETURN (NP) ADAPTER FTTTING BARBED RAM 3/4" - 1 1/2" DOUBLE O SYSTEM INSTALLER PRIOR TO THE INSTALLATION �P) 1/2" SUPPLY PVC FIP INSERT FITTING WASHED CRUSHED STONE z STANDARD DRIP SYSTEM (SIDE FEED MANIFOLD) OF ANY SEPTIC SYSTEM COMPONENT.*** TYPICAL MANIFOLD CONNECTION CONNECTING DRIP TUBING TO FLEXIBLE PVC PIPE (TYPICAL ALL DRAINAGE (NOT TO SCALE) 16'-0" RECHARGE BASINS) SEAL (NOT TO SCALE) (16Lx10' Wx6' D. ) (14' DIA. x 6' D) OF MAS FLOWMETERS SUPPLY VALVE TYPICAL DETAILS OF LEACHING RECHARGE BASIN (LRB) ,gyp .S M. DISC FILTERS NOT TO SCALE 0 VIL U) N715 FIELD FLUSH VALVE GIs rE�'� o w HYDRAULIC FssloNAL HOUSE UNIT a 1 1/2" GRAVITY RETURN 26" HEAVY DUTY CAST IRON s TO SEPTIC TANK e (0.5% MIN. SLOPE) FRAME &COVER TO FINISH GRADE PRECAST CONC. RISERS W/SEALED JOINTS FLUSH RETURN FROM HU 4 MIL POLY OVER A 4" _ _ _ _ FINISH GRADE LAYER OF 1/8"TO 1/2" STONE I..- ,-, i i� -i i i�i e iT ] S FIELD i I- ►► I a BACKFLUSH VALVE SUPPLY No 6" DIA. SDR 35 PVC UNLESS OTHERWISE Fz � 1" RETURN SEPTIC TANK/ NOTED ON PLAN AT LEACHING RECHARGE 3/4"TO 1 1/2" DOUBLED WASHED STONE 04 TREATMENT TANK PUMP RETURN BASINS PRECAST H � SUPPLY TO a CHAMBER CONCRETE SIEVE PERCENT E.� 1 1/2" SUPPLY FROM ill SUPPLY HYDRAULIC UNIT z LEACHING SIZE PASSING U PUMP CHAMBER M Lu BASIN H-20 #4 100% o # 50 10%-100% ROOF DRAIN COLLECTOR PIPES FROM # 100 0%-20% r-0PM DRAIN SPOUTS USE 6"DIA. SDR 35 2 4-0r, „ # 200 0%-S% PERC-RITE HYDRAULIC UNIT15 G (TYPI Q ( ) PVC , 6 IC 2,-0„, 4-0 (NOT TO SCALE) TYPICAL SYSTEM HYDRAULIC PROFILE 10 0 4�-0" � 1.4 (NOT TO SCALE) (SEE PLAN) INSTALLATION INSTRUCTIONS: NOTES: 1. DRAINAGE RECHARGE STRUCTURES TO BE PLACED IN CLEAN COARSE SAND. CONTRACTOR TO PERFORM A SOIL TEST AND NOTIFY ENGINEER FOR ON SITE ^J w 1. MEASURE THE DISTANCE FROM THE BOTTOM OF THE TANK TO 6 DOWN INSPECTION OF SOILS PRIOR TO INSTALLATION OF ANY DRAINAGE SYSTEM COMPONENTS. STRUCTURE MAY BE PLACED ABOVE COARSE SAND LAYER PROVIDED `,,,J ^^ FROM THE TOP OF THE RISER. CUT THE EXTENSION PIPE (BY OTHERS) CONTRACTOR PERFORMS A 5' SOIL REMOVAL AROUND BASIN DOWN TO THE COARSE SAND HORIZON. REMOVAL TO BE FILLED IN ACCORDANCE WITH NOTE #2 TO �--i TO THE LENGTH NECESSARY TO REACH THIS HEIGHT. CUT HALF OF THE CONTROL UNIT PANEL TOP OF STRUCTURE. (CONTRACTOR SHALL INCLUDE A UNIT COST FOR REMOVAL AND REPLACEMENT IN THE BID PRICE). PIPE DOWN 12"TO 18"AWAY FROM THE TOP OF THE PIPE FOR A PUMP MOUNTED IN AN EXTERNALLY 2. FILL MATERIAL FOR SYSTEMS CONSTRUCTED IN FILL SHALL BE CLEAN GRANULAR SAND, FREE OF ORGANIC MATTER AND OTHER DELETERIOUS MATERIALS. THE w DISCHARGE PIPE AND ATTACH TO RISER. (SEE DETAIL A) ACCESSIBLE LOCATION SAND SHALL BE GRADED SUCH THAT NOT MORE THAN 45% OF THE SAMPLE, BY WEIGHT, SHALL BE RETAINED ON THE #4 SIEVE. THE FILL SHALL NOT CONTAIN !`y (Z) 2. GLUE THE EXTENSION COUPLING (BY OTHERS)TO THE EXTENSION PIPE Detail A (LOCATION MUST BE ANY MATERIAL LARGER THAN 2 INCHES. THE MATERIAL THAT PASSES THE #4 SIEVE SHALL MEET THE FOLLOWING GRADATION REQUIREMENTS: 1� ' Q AND TO THE COOL GUIDE. APPROVED BY OWNER PRIOR 3. FOR REUSE OF EXISTING CONCRETE PUMP CHAMBERS: GLUE ON THE * F LEA TO INSTALLATION) TYPICAL END VIEW COOL GUIDE FLAT CAP AND PLACE THE COOL GUIDE FIRMLY IN THE 112;,-18" FINAL LOCATION OF HYDRAULIC UNIT O LEACHING RECHARGE BASIN (LRB) w..y BOTTOM OF THE TANK. ATTACH THE EXTENSION TO THE RISER WITH I D=THE DAILY DESIGN FLOW FOR THE SITE MUST BE APPROVED BY LANDSCAPE NOT TO SCALE THE ANCHORS AS SHOWN. ARCHITECT PRIOR TO INSTALLATION 4. FOR USE IN NEW CONCRETE PUMP CHAMBERS: ANCHOR THE FLAT CAP GENERAL PERC-RITE DISPERSAL SYSTEM CONSTRUCTION NOTES: w Q w TO THE BOTTOM OF THE TANK IN THE PROPER LOCATION TO HOLD THE SCH 80 UNION RIGID FOAM INSULATION COOL GUIDE AND EXTENSION. THE CAP MAY OR MAY NOT BE GLUED TO FLOAT TREE NO WEEP HOLE CONDUIT TO PANEL 1. THE SYSTEM SHALL NOT BE INSTALLED IN WET OR FROZEN SOILS. <C THE DEVICE. ATTACH THE EXTENSION WITH THE ANCHORS AS SHOWN. GATE VALVE TO BE DRILLED BY CONTRACTOR 2. DO NOT PARK, DRIVE LARGE EQUIPMENT, OR STORE MATERIALS ON THE DISPERSAL AREA. NO ACTIVITY SHOULD OCCUR ON THE DISPERSAL AREA OTHER THAN 5. PLACE THE PIPE DOPE ON THE COOL GUIDE ADAPTER THREADS AND THE MINIMUM REQUIRED TO INSTALL THE SYSTEM. W w THREAD THEM INTO THE PUMP DISCHARGE. JUNCTION BOX _ 3. ALL INSTALLATION AND CONSTRUCTION TECHNIQUES SHALL CONFORM TO THE STATE AND LOCAL CODES PERTAINING TO ON-SITE WASTEWATER SYSTEMS AND 6. ATTACH COOLING COLLAR TO ADAPTER WITH SET SCREW PROVIDED. =/I HYDRAULIC 115 THE PERMIT FOR THE SITE. E" w 7. GLUE PIPE INTO FLOW COLLAR AND WITH PUMP ATTACHED, LOWER CHECK VALVE ,/I'/ UNIT* \1=1- 4. IF SITE CONDITIONS ARE DETERMINED TO REQUIRE THE INSTALLATION OF THE SYSTEM TO DEVIATE FROM THE DESIGN PLANS ALL WORK SHALL STOP SUPPLY LINE FLUSH RETURN TO `/�//mil_lI` �ll�ll�ll�l =��=\\=\\� : = IMMEDIATELY AND THE DESIGNER AND INSPECTOR SHALL BE NOTIFIED. ANY ONGOING WORK SHALL BE THE SOLE RESPONSIBILITY OF THE CONTRACTOR. F" H o INTO THE GUIDE TUBE. SEPTIC TANK. ADAPTER4 BELOW FROST OR ` " `- U H 8. ATTACH TO DISCHARGE PIPE, VALVES, AND CONNECT ELECTRICAL AND ATTACH ` ` ` " ` ` ` ` " 5. DRIP TUBING MAY BE INSTALLED WITH A VIBRATORY PLOW, A STATIC PLOW, A NARROW TRENCHER(< 6 WIDE) BY HAND TRENCHING, OR BY SCARIFYING THE AS PER INSULATED \�= 1�11���%��� "rr`'rr�rr�"r SPECIFIED. VERTICAL PIPE TO BE SURFACE AND BEDDING THE DRIP TUBING IN CLEAN SAND MEETING THE REQUIREMENTS FOR FILL MATERIAL IN THE STATE CODE. FOR SAND FILL SYSTEMS, COOLING COLLAR UNDISTURBED NOTE 1 1 UNDISTURBED EARTH ;1/ 6 GRAVEL INSULATED COVER CONSISTING OF 2" OF THE SAME SAND AND THEN TOPSOIL MEETING THE APPROVED DEPTH REQUIREMENT SHALL BE PROVIDED. a `o TO HU \' EARTH 6. ALL DRIP TUBING IS TO BE INSTALLED PARALLEL TO THE CONTOUR. '��//�//= SCALE w i-1/2" SCH 40 EXTENSION 1\� : ,��,� = ; ; ; ; 7. AIR RELEASE VALVES SHALL BE PLACED BELOW THE GROUND SURFACE IN AN INSULATED VALVE BOX BUT AT AN ELEVATION ABOVE THE HIGHEST DRIP LINE IN ' `Il,ll 11 lI Il 11 8 OF STATIC LIFT TO HU (MAX) AS NOTED COUPLING COLLAR(BY ` - �l/,//_/I,//III THAT PARTICULAR ZONE. DRAWING FILE ALARM WATERTIGHT 1�\1,1\,11' =l/,//,//,// FLUSH RETURN 8. VEGETATIVE COVER MUST BE REPLACED FOR INSTALLATIONS WHERE IT IS REMOVED OR BURIED DURING INSTALLATION. C18614-CONSTRUCTION.DWG OTHERS) 6" SEAL ;�;;�; �i' '��?IIII SUPPLY 9. ALL CUTTING OF RIGID PVC PIPE, FLEXIBLE PVC, AND DRIP TUBING OF SIZE 2" OR SMALLER SHALL BE ACCOMPLISHED WITH PIPE CUTTERS. NO SAWING IS DATE PVC COUPLING PEAK ENA E 11%11=1=' ALLOWED. 02-08-2019 INLETS INSERT (BY OTHERS) 6" PUMP DISCHARGE TO HU 10. ALL RIGID PVC PIPE, FLEXIBLE PVC PIPE AND DRIP TUBING SHALL HAVE THE ENDS COVERED WITH DUCT TAPE AFTER CUTTING TO PREVENT CONSTRUCTION DRAWNBY DRIP ENA L ��=\\=11"11 DEBRIS FROM ENTERING THE PIPE. MJ13 o � v 0%10 o OFF "11%11=1\�\1�' 11. PRIOR TO GLUING,ALL JOINTS SHALL BE INSPECTED FOR AND CLEARED OF ANY DEBRIS. ALL JOINTS SHALL BE CLEANED AND PRIMED WITH PVC PRIMER PRIOR CHECKED BY o 0 0 0 o 0 o SEE INSERT ,\ \\�\\;\\;\\� DRIP ENABLE FLOAT ELEVATION TO BEING GLUED. 00 00 FLOW > 5 o o0o00 o SCH 40 PVC 20 16 12. ALL PVC PIPE AND FITTINGS SHALL BE SCH 40. FLOW U �11111=11%1%��"� 13. WHENEVER POSSIBLE, ALL FORCE MAINS SHALL BE TESTED FOR LEAKS PRIOR TO BEING BACK- FILLED BY PRESSURIZING THE SYSTEM AND OBSERVING FOR o COOL GUIDE AND PERPETUAL MAINTENANCE AGREEMENT LEAKAGE. OPTIONAL PUMP 14. THE HYDRAULIC UNIT SHALL BE PLACED ON TOP OF THE SEPTIC/TREATMENT TANK, PUMP CHAMBER, OR ON A BED OF 4" - 6"THICK 3/4" GRAVEL IN A LOCATION FLAT CAP ANCHOR BOLT 30' MAXIMUM DISTANCE REQUIRED WITH PERC-RITE SYSTEM WITHIN 30'OF THE PUMP. THROUGH END 15. IF STANDING WATER IS A PROBLEM IN THE VICINITY OF THE HYDRAULIC UNIT, A SCREENED DRAIN TO DAYLIGHT IS REQUIRED. c C2*5*10 CAP 16. ELECTRICIAN TO PROVIDE SEPARATE CIRCUITS FOR THE PUMP AND CONTROLS/ALARM, OR AS REQUIRED BY STATE AND LOCAL CODES. U o Cool Guide 17. ALL CONDUIT ENTERING THE CONTROL PANEL SHALL BE SEALED AT BOTH ENDS TO PREVENT CONDENSATION OR GASES INSIDE THE PANEL. 00 PERC-RITE SYSTEM � BE INSTALLED BY A OUST HOUSE Patent No. 6,262,689 TYPICAL PUMP TANK & HYDRAULIC UNIT DETAIL CERTIFIED INSTALLER APPROVED BY ENGINEER. DRAIN. & SDS DETAILS PERC-RITE HYDRAULIC UNIT (15 GPM) (NOT TO SCALE) ISSUED FOR REGULA TOR Y REVIEW 02-08-2019 of z SHEETS q (NOT TO SCALE) O PROJECT NO. C 18614.00 w DEEP OBSERVATION HOLE LOGS - P11583J ESTIMATED HIGH GROUNDWATER CALCULA11ON OOC SE 3-5480 ZONING COMPLIANCE TABLE: (USGS/FRIMPTER METHOD) APPROVED BY THE BARNSTABLE CONSERVATION ZONING DISTRICT: RF-1 (RESIDENTIAL) �► DATE OF TESTS: NOVEMBER 27, 2018 0 1 � COMMISSION UNDER MASS DEP FILE N0. Sf#3-5480. FOR lift PERCOLATION RATE : LESS THAN 2 MINUTES PER INCH DROP IN INDEX WELL: #-MA=22 ZONE: B ^�' MORE INFORMATION SEE PROPOSED SITE PLAN BY COASTAL r / THE C HORIZON IN DOH #1 DATE OF READING: JULY 2017 „�� ENGINEERING COMPANY TITLED "C2.1.1 - PLAN SHOWING SUBJECT REQUIRED EXISTING PROPOSED COASTAL WITNESSED BY : JOHN G. SCHNAIBLE, CEC, R.S. (SOIL EVALUATOR LICENSED APRIL 1995) DEPTH TO GROUNDWATER: 7 ` PROPOSED SITE IMPROVEMENTS" DATED MAY 17, 2017. S� DONALD DESMARAIS, TOWN OFBARN. BOH, R.S. .7 'x ,; LOT AREA 43,560* S.F. 116,637t S.F. NO CHANGE GROUNDWATER LEVEL ADJUSTMENT: 2.0 r,► F \ S' _ _i / engineering co. NO GROUNDWATER ENCOUNTERED ACTUAL GROUNDWATER LEVEL 0 SITE: EL= 4.7 (V !- \ / SITE & LANDSCAPE NOTE: BUILDABLE UPLAND 43,560* S.F. 97,831t S.F. NO CHANGE // �1 // 260 Cranberry Hwy.Orleans,MA 02653 DEEP OBSERVATION HOLE 1 EL=17.4t NO SCALE ' PROPOSED FRONTAGE 20 FT. 286.29 FT NO CHANGE 508.255.6511 P 508.255.6700 F ESTIMATED MAX. HIGH GROUNDWATER LEVEL: EL= 6.7 ,�` 'S• ( ) (7 r .• •.�q� 1,500 GALLON SITE & LANDSCAPE CONTRACTORS TO USE THE LATEST DEPTH FROM SOIL COLOR � � - -- � s � SEPTIC TANK HAWK DESIGN LANDSCAPE PLANS FOR ALL DETAILED LOCUS � EAST BAY , SOIL HORIZON SOIL TEXTURE SOIL MOTTLING OTHER `tc GRADING AND REFER A THE ARCHITECTURAL/STRUCTURALFRONT YARD - DWEWNG 30 FT, N/A 69.9t FT. SURFACE (MUNSELL) NOTE: GROUND WATER DETERMINATION BASED ON WATER DEPTH IN TEST �` PROPOSED \ / \ HOLES PERFORMED BY CEC JULY 26. 2017 AT 8 EASTBAY ROAD. (P# �Q �� / �ssz+ + 4 �sS 2,000 GALLON DRAWINGS FOR ELEVATIONS RELATING TO TOP OF SIDE YARD (EAST) DWELLING 15 FT. N A 32.4t FT. \\ \ ^� FOUNDATION & FINISHED FLOOR ELEVATIONS. ( T) - / 0" - 28" FILL - " ` �t�- j PUMP CHAMBER M TO PERC AT 48 Na\ ? !. ,5, �°� SIDE YARD (WEST) - DWELLING 15 FT. N/A 73.6f FT. / 28" - 132" C FINE cw MEDIUSAND 10 YR 7/4 NONE LOOSE (EL.=13.4t) O� #f1 x` \ a kJ / NO GROUNDWATER � N,(8 PROPOSED Id AK PROPOSED 43'L X 18'L REAR YARD - DWELLING 15 FT. N/A 282.9t FT. A�NO ENCOUNTERED AT A SOIL REMOVAL NOTE �Q / UTILITY O'� PRC-RITE DRIP DISPERSAL BLDG. HEIGHT - DWELLING 30 Fr. OR 2.5 STORIES 27.6t Fr. c / DEPTH OF 132" / SERVICES �� SYSTEM (SEE SHEET C2.5.10) LOT 1 N/A I O REMOVE TOPSOIL AND UNSUITABLE MATERIAL WITHIN FOOTPRINT GARDINER LANE OSTERVILLE, MA (EL.=6.4t) » . J g°j � � �. '� `�ry � � FRONT YARD - TEA HOUSE 30 FT. 341.7t FT. 339.2t FT. DEEP OBSERVATION HOLE 2 EL=18.5t NO SCALE OF DRIP DISPERSAL FIELD DOWN TO C HORIZON AS SHOWN Q Q o'' ., DEPTH FROM SOIL COLOR IN DOH #1-#4) AND REPLACE WITH SAND FILL TO EL=17.3t G Q� �i' / / s99� /j x`� SOIL HORIZON SOIL TEXTURE SOIL MOTTLING OTHER IN ACCORDANCE WITH NOTE #9. - �� SIDE YARD (EAST) - TEA HOUSE 15 FT. 24.5t FT. 21.ot Fr. KEY MAP o SURFACE (MUNSELL) NO CHANGE NO SCALE SIDE YARD (WEST) - TEA HOUSE 15 FT. 226.8t FT. 0" - 32" FILL (� REAR YARD - TEA HOUSE 15 FT. 40.8t FT. 39.5t FT. E' MEDIUM TO / PROPOSED �;�' h w REFERENCES: 32" - 132 C FINE SAND 10 YR 7/4 NONE LOOSE i 55 ,� `k ,� BLDG. HEIGHT - TEA HOUSE 30 FT. OR 2.5 STORIES VARIES-AS NOTED ON VARIES-AS NOTED ON PORTION OF EXISTING TRENCH DRAIN , Q x o I ARCHITECTURAL PLANS ARCHITECTURAL PLANS NO GROUNDWATER �� CONC. & GRANITE ,t RIM EL=16.5t >> t�• �� h 9 18 ^\ 10 * 617 MAIN STREET p 0 1.._ _.._.. .._..,� ENCOUNTERED AlA �, 25 MIN) Op �o RPOD LOT AREA (MIN) 87,120 S.F. " CURB TO BE REMOVED _ - i kJ ( ASSESSORS LOT 141-104-001 Ey DEPTH OF 132 (MATCH EX. GRADE) _ PROPOSED IRB-4 -L (PART OF THE FORMER 633 MAIN WAS ADDED) U o DEEP OBSERVATION HOLE 3 EL=20.1t NO SCALE (EL.=7.5t) i x / \ �, ,g c�Qa` ,�Q,� Q �a2 14' DIA. X 6'0 ' DEED BOOK 30724 PAGE 97 5 DEPTH FROM [�(OMUN'SEELQ IL OLOR \ ,�h �0 Al INV. IN=13.9t _ /� (FORMERLY) #617 MAIN STREET W SOIL HORIZON SOIL TEXTURE SOIL MOTTLING OTHER PROPOSED CURB / 1 r p x j' / BOT. STONE EL=9.3t ," H ! SURFACE CUT ENTRANCE - Vo- , �' > DEED BOOK 28210, PAGE 28 -.j ® 9� �82+ PROPOSED YARD DRAINS i ) / e K' W 0" - 24" B LOAMY SAND 10 YR 6/6 - / \' \ ^�,�t N (2) 25 0 RIM EL=17.5t i / II 4 DEEDMBOOK 9423 ERLY) #633 MAIPAGE 280 PROPOSED L6B=1 2 MEDIUM TO o 24" - 130" C 10 YR 7/4 NONE LOOSE 1y 701 X 14 W X 4 D o� ? 1 - - _ LOT 4 SHOWN ON PLAN OF LAND TITLED A FINE SAND �, NO GROUNDWATER INV. IN=11.3f :� / +t7.3 N �.._.._. • / ls8�j• - LOTS* �PLAN SHOWING PROPOSED RE DIVISION OF OTS BOT. STONE EL=8.7t \ i. w ` 1g AI - N 665515 W PROPOSED LRB-9 SHOWN ON P.B. 507, PG. 2 & P.B. 563, PG. 44 a ENCOUNTERED AT A , 15 h w EXISTING TEA DEPTH OF 130" ,� Z �, ��. 28 14 DIA. X 6 D 21.t I PREPARED FOR SAMILJAN & SHAH, PREPARED BY p PROPOSED �P ►� 6 +�a HOUSE BUILDING 0 12, %r 25"0 RIM EL=19.5t DEEP OBSERVATION HOLE 4 EL=20.8t NO SCALE (EL=9.3t) EDGE LAWN/ / �5 �'� '`��s __ ^ _ - 100' FROM NG COMPANY AND DATED / R LA _ i , INV. IN=15.4t JULY 3AL ENGINEERING DEPTH FROM SOIL COLOR PLANT BED (TYP) �.roh i v \ � _ 39.5 t TOP OF BOT. STONE EL=10.8t ' - ! 1 �, r } N r COASTAL SOIL HORIZON SOIL TEXTURE SOIL MOTTLING OTHER \ r ` � 4 SURFACE (MUNSELL) �' ! PROPOSED V PROPOSED I �� ti,t.,� BANK O PROPOSED �]_ a I �, '!� ( PROPOSED .�, + WATER FEATURE L6B� �, _ FLOOD NOTE. \ 16' DIA. X WD `•, 0" - 18" B LOAMY SAND 10 YR 6/6 - RIM EL=13.7t h ! p RIM EL=14.9t _ - /\ ! ' INV. OUT=12.6f � ' /INV. IN=13.9t � � ;' � - ' SHOW ON FEMA RM FLOOD ZONE AE (EL 2PANEL INV. OUT=11.4t EL=9.3t 20 2� �__.. �•. ....► BOT STONE 18" - 130" C MEDIUM TO 10 YR 7/4 NONE LOOSE / 2r;• . - W _ 5001CO544J EFFECTIVE DATE a FINE SAND �. 100' FROM - , ,• � � +20.72 +2t.o +2t:e +2�s -r-- + •- zt.a+ JULY 16, 2014. NO GROUNDWATER TOP OF 19 _ 21 _ _ , c A 2UG i r B. ENCOUNTERED AT A g6' +ts• - COASTAL I 164• �g35+ BANK ! ,� DECOMPOSED GRANITE - DATUM NOTE: DEPTH OF 130" t0 _ W PATHWAYS (TYP.) ,Q,G ___-- FROM .. .._..� ELEVATIONS SHOWN HEREON ARE (EL-10.Ot) w S5, ! ; - - t TOP OF i PROPOSED \ N _ , -.. ' 6 PROPOSED /`} � � ) 2t 2II BASED ON THE NORTH AMERICAN I PROPOSED / � COASTAL YOGA STUDIO �. o �/ 4 r °� ; EDGE OF LAWN -- �p p� BANK - ® t� VERTICAL DATUM 1988 (NAVD1988) 2 d .4 DESIGN CALCULATIONS 22 NV.11N W 4.00t X WDJ- �(IYP.) 50' FROM TOP OF �- _.._.. ` � z .� - - _ pV I (UNDER SEAL r bd L= ! % COASTAL BANK �,. CONSTRUCTION SITE BENCHMARK: BOT. STONE EL=9.4t ! / ; 1 1 !._.._.�. Y S �`�_EXISTING WALL DESIGN FLOW: PROPOSED 5 BEDROOM DWELLING AT 110 GAL. PER DAY PER BEDROOM = 550 GPD TOP OF MAG NAIL SET + ELEV.=11.24 (NAVD 1988) i - `: TO REMAIN t993 +20..4t r i°, " �. 21.42 ��t4 of Z; SEPTIC TANK: 550 GPD X 200% = 1,100 GAL. - USE 1,500 GALLON SEPTIC TANK (H-20) (C.E.C. TO TRANSFER - -- - i r\_ PROPOSED, \1? PROPOSED LRB-8 BENCHMARK PRIOR TO ! ;t �^FENCE J 18 1L 14' DIA. X WD �° S SOIL ABSORP110N A 43'L. x 18'W. PERC-RITE DRIP DISPERSAL FIELD CAN LEACH: / - - -- - ILE - START OF CONSTRUCTION) + 1 - INV. IN=15.4tSYSTEM IVIL N Vt = (43 x 18) x .74 = 573 GPD > 550 GPD REQUIRED 74 - - t BOT. STONE EL=10.8t PUMP CHAMBER: 1 DAY ABOVE ALARM = 550 GAL. J ! ! "� 50' FROM e.� No. 715 I/ a PROPOSED LRB-10 1 DOSE = 374 GAL. ,�, ! 14' DIA. X WD EDGE OF ( is -�- - ,_ PROPOSED YARD DRAIN ASSESSORS MAP 141, GISTE9. rn- ! WETLAND (1) 12• RIM EL=19.6t „ `j PARCEL 123-001 S81 SUMP = 623 GAL. ASSESSORS MAP 141, PARCEL 105 INV. IN=14.Ot o- - - - orJAl TOTAL = 1,547 GAL. - USE 2,000 GAL PUMP CHAMBER I ! ` G ,. i 14 _ N DAINN 110 EAST BAY ROAD ` #8 EAST BAY ROAD z n BOT. STONE EL=9.4t w: f J o -- -_ s„ - R �/`� �.��� 8 EAST BAY REALTY TRUST �v, r; �/ 1? j / ' +� - -J �' 12 -» o�i V NIRAJ S�JILL M SHAH LEGEND PERC-RITE: REQ. LENGTH OF TUBING = 774 S.F. / 2 = 387 FT, USE 400 FT (MIN.) PER OAKSON MASS. �` o 0 1 �.. 10 RUNS X 43 FT = 430 FT > 400 FT (MIN.) USE SINGLE ZONE, SIDE FEED PERC-RITE SYSTEM WITH 1 LATERAL AND 10 RUNS CONSTRUCTION NOTES -14 - '' 11 1 O \ 11 �-. 16,-�'cr. EXISTING 1. INSTALLER TO ARRANGE A PRECONSTRUCTION CONFERENCE WITH ENGINEER - - - - - - - - - -- BOUND INSTALL: ONE ( 1 ) - 43'L. x 18'W. PERC-RITE DRIP DISPERSAL FIELD PRIOR TO CONSTRUCTION. y TOP OF ` ��o ��' 8- - ONE 1 - 1,500 GAL. SEPTIC TANK H-20, MINIMUM ALLOWED G G t5.5 COASTAL 1 a ( ) ( ) 2. ENGINEER SHALL INSPECT WHEN THE COMPONENTS OF THE SYSTEM HAVE . vE, x 16• ® CATCH BASIN ONE ( 1 ) - 2,000 GAL. PUMP CHAMBER (H-20) W/ HYDRAULIC UNIT *** BEEN INSTALLED. � �" BANK �R - , .. i _ ......_.._.._.._.._ _._._.._.._. � �`" �o I`* -- DRAIN MANHOLE '4 3. INSTALLER TO PERFORM A WATERTIGHT TEST ON ALL CHAMBRSAND - - - - - - -�-�- - - - - - - - - - - - - ""-"- - - - -- , Z / 1h, o, :c;' i L.._.._.. �. S SEWER MANHOLE TANKS. TEST TO BE WITNESSED BY ENGINEER AND PERFORMED AS FOLLOWS: / �;, �J ,� / g _g 10 = C - FILL TANKS WITH WATER AND PRESOAK FOR 24 HOURS. Y /' u' _ / // \< i -- - - W 7 -- _ _ O TELEPHONE MANHOLE (CONTACT ENGINEER AT START OF PRESOAK) '� / ' F` - coo E'�I :,r� El- ENGINEER TO MEASURE WATER LEVEL AFTER PRESOAK IS COMPLETE � - " �0' � . !�-� � WF- ......--- � ® MANHOLE u Q - ENGINEER TO RE-MEASURE WATER LEVEL 24 HOURS AFTER PRESOAK i= --�;� WF-37 MONITORING WELL - ENGINEER TO RE-MEASURE WATER LEVEL 48 HOURS AFTER PRESOAK PLAN :' , _ ?k0% GV ,•`�!,, � ,' GENERAL NOTES 4. INSTALLER TO PERFORM A CLEARWATER TEST PRIOR TO SYSTEM BEING 98.�_J j WF 38 i _ _ _ _ _ _ _ N GAS VALVE Q PLACED INTO SERVICE TO DEMONSTRATE OPERATION OF SYSTEM. TEST TO ` - - - - - - - - - - - _..� 1) GARBAGE GRINDERS ARE NOT ALLOWED WITH THIS DESIGN. 30 15 0 30 90 6- WF-39 - - : `� NWATER VALVE BE WITNESSED BY ENGINEER AND BOARD OF HEALTH. E31 2) THE INSTALLER IS RESPONSIBLE FOR ASSURING THAT COMPONENTS OF THE SEWAGE DISPOSAL SYSTEM wv WF-40 """"" _31 WF29 WF-28 • • • • . ..'• HYDRANT Q O ARE DESIGNED WITH SUFFICIENT STRENGTH TO SUSTAIN ALL LOADS TO BE IMPOSED ON THEM. ANY ''F-41 WF-34 WF-32 WF-30 - WF-2-7 WF-23 COMPONENT OF THE SYSTEM SUBJECT TO VEHICULAR TRAFFIC MUST COMPLY WITH A MINIMUM EDGE OF WF-33 .� _� : WF_26 WF-25 ELECTRIC METER STANDARD OF A.A.S.H.T.O. H-20 WHEEL LOADS. FLAGGED WF-24 3) PRIOR TO SETTING ANY SEWAGE DISPOSAL SYSTEM COMPONENT, INSTALLER SHALL VERIFY EXISTING POWER, CONTROLS AND ALARMS 1 inch = 30 ft:. WETLAND / \ ME] PULL BOX O O CONDITIONS, INCLUDING ELEVATIONS OF EXIT INVERTS, AND REPORT ANY DISCREPANCIES TO THE EDGE OF CABLE TV BOX M�'I 0-.1DESIGN ENGINEER. 1. CONTRACTOR SHALL PROVIDE ALL REQUIRED ELECTRICAL EQUIPMENT, (THIS AREA IS SERVED BY TOWN WATER) \• �•--� �/ I� FLAGGED 4) ALL GRAVITY SEWER PIPE SHALL BE 4" DIA. SCH 40 PVC UNLESS OTHERWISE NOTED. THE MINIMUM CONDUIT, AND WIRING FOR A COMPLETE AND OPERATIONAL SIMPLEX APPROX. EDGE WETLAND TELEPHONE BOX SLOPE OF 4" DIA. SCH 40 PVC SHALL BE 0.01 FT/FT. PUMP SYSTEM IN ACCORDANCE WITH THE PLACED IN ELECTRIC CODE. OF POND ST 5) NO PART OF THIS DESIGN SHALL BE ALTERED WITHOUT PRIOR APPROVAL FROM THE DESIGN ENGINEER 2. POWER AND ALARM WIRING SHALL BE PLACED IN CONDUIT AND RUN l',X MISC.LIGHT SIGN AND THE AGENT OF THE LOCAL BOARD OF HEALTH. ALL REQUESTS FOR CHANGES SHALL BE MADE IN 3 UAL MANUFACTURER RUND TO LSUPPLIED ECONTROL AND ALARM PANELS SHALL ON-SITE DRAINAGE NOTE: N 663802" W w WRITING PRIOR TO CONSTRUCTION. � MISC. SIGN BE WALL MOUNTED AT THE BUILDING. (LOCATION MUST BE 94 �-� 6) THE USE OF ALTERNATE MANUFACTURERS FOR SYSTEM COMPONENTS SHALL NOT BE APPROVED IF THE ALL ROOF RUN OFF SHALL BE COLLECTED VIA GUTTERS AND DOWNSPOUTS AND REROUTED TO LEACHING RECHARGE \ 6g © POST 4. USE OF THEIR EQUIPMENT REQUIRES CHANGES IN DESIGN. APPROVED BY OWNER) BASINS (LRB'S) VIA 6" DIA. SDR 35 COLLECTOR PIPE (S=2% MIN.). CONTRACTOR TO CONFIRM LOCATION OF / 4. ALL WORK SHALL BE PERFORMED BY LICENSED ELECTRICIANS. Z o \ �_ UTILITY POLE 7) THE INSTALLER SHALL ASCERTAIN THE LOCATION OF EXISTING UNDERGROUND UTILITIES PRIOR TO LRB S/COLLECTOR PIPES WITH ENGINEER PRIOR TO INSTALLATION AND NOTIFY ENGINEER OF ANY DISCREPANCIES. GUY POLE Q EXCAVATION, AND SHALL PROTECT UTILITIES WITHIN THE WORK AREA DURING CONSTRUCTION. 8) ALL SYSTEM COMPONENTS SHALL BE MARKED WITH MAGNETIC MARKING TAPE OR A COMPARABLE o -� GUY WIRE MEANS IN ORDER TO LOCATE THEM ONCE BURIED. ° 1 cn IF APPLICABLE: SIEVE PERCENT SIZE PASSING INSPECTION NOTE `� PARKER POND TREE 9) FILL MATERIAL FOR SYSTEMS CONSTRUCTED IN FILL SHALL BE CLEAN GRANULAR SAND, FREE OF 171 99 w ORGANIC MATTER AND OTHER DELETERIOUS MATERIALS. THE SAND SHALL BE GRADED SUCH THAT NOT # 4 1003' THE STATE ENVIRONMENTAL CODE TITLE 5 REQUIRES INSPECTIONS) PERPETUAL MAINTENANCE N 47'37 TIDAL W'-• WETLAND FLAG MORE THAN 45% OF THE SAMPLE, BY WEIGHT, SHALL BE RETAINED ON THE #4 SIEVE. THE FILL SHALL HYDRAULIC UNIT AGREEMENT REQUIRED 23" W NOT CONTAIN ANY MATERIAL LARGER THAN 2 INCHES. THE MATERIAL THAT PASSES THE #4 SIEVE # 50 10%-100% OF THE SEWAGE DISPOSAL SYSTEM BY THE DESIGN ENGINEER. ' ll SHALL MEET THE FOLLOWING GRADATION REQUIREMENTS: # 100 0%-20% (SEE THIS SHEET AND SHEET C2.5.10 FOR DETAILS) 194.89' -22.90'`. EDGE OF WETLANDIL ►-�•1 # 200 0%-5% *** CONTRACTOR MUST CONFIRM FINAL LOCATION WITH INSTALLATION CONTRACTOR MUST NOTIFY THE DESIGN ENGINEER WITH PERC-RITE SYSTEM FENCE ENGINEER PRIOR TO INSTALLATION. INSTALL UNIT AND PRIOR TO THE START OF INSTALLATION FOR DISCUSSION ON - 1.4 PIPING IN ACCORDANCE WITH MANUFACTURER'S ASSESSORS MAP 141, N 50'27'59" W F-4 REQUIRED INSPECTIONS. PERC-RITE SYSTEM MUST BE PARCEL 106 ---oH'4' OVERHEAD UTILITY LINE h FI REQUIREMENTS - REFER TO COLD CLIMATE NOTES. W a PERC-RITE SYSTEM SHALL BE INSPECTED ONCE PER YEAR 50 EAST BAY ROAD INSTALLED BY A CERTIFIED BARNSTABLE LAND TRUST INC (SEE SOIL - -1 i CONTOUR 1.5" DIA. SCH 40 PVC PERPETUAL MAINTENENANCE AGREEMENT REQUIRED INSTALLER APPROVED BY ENGINEER. REMOVAL NOTE PROPOSED DWELLING FLUSH RETURN PIPE ) DEP TOCt? TOP OF COASTAL BANK v� ^ 1 TOP OF FIN. FLOOR EL.=21.00 FROM HYDRAULIC UNIT ZABEL FILTER RAISE COVER TO 30" CAST IRON ►-�I (SEE ARCH. FOR T.O.F.) RAISE COVERS TO A1800 SERIES WITHIN 6" OF COVER TO 43 ��. AS DEFINED BY MA DEP POLICY 92-1 o (0.5% MIN. SLOPE) WITHIN 6" OF U MODEL 4X22 FINISH GRADE FINISH GRADE 25% > SLOPE > 107.) W c FINISH GRADE AIR _ ( ---------------------------- �a FINISH GRADE=19.5t FINISH GRADE=20.1t FINISH GRADE=19.8f F.G. = 19.3t TO 18.Ot VALVES AS _ _:_ _ ______- ---_--_--_---____-- DOH #1 EC TEST HOLE LOCATION -T-.-:�-0- " -- --------- ---�,_._ __�--------------- ----=----- =-- -- ------ - E SOIL LOGS-P#15833) 3 9" MIN. 9 MIN ` M D - - - - - - - ---- ------ -- /// N 6 IN AN (HIDE IN -- ----- - -------- �. � 3' MAX. - 2' MAX. \YAW PLANT BED) - ------- _----•_-r.---=-^-�-------••----.�-___ ,.. I SCALE SE 4" DIA SCH 40 PVC PIPE 3' MAX. 2 MIN. LAYER OF I ---^--------- -=-- ------- --- - --. -. - ----^--- ---==------- - -- ---- ,) AS NOTED OR AS REQUIRED BY MASS CLEA CONTOUR •* , .•, •* , �, 4" DIA SCH N SAND ziPLUMBING CODE - - ----- ----------------- - -- -------------- ----------------- ------- Max. -- 20 6t T GRADE - DROP:2" min. FLOW 40 PVC PIPE N .,. ' ,.. :. DRAWING FILE O 3" LINE 17.30 :. ( SPO C18614 CONSTRUCTION DWG ----- U " - -. -------- ---- -------------------------------------- ® LIMIT OF WORK/ ATE V p •: 10* 0 SEE 16.50 • SEE PERC-RITE DRIP DISPERSAL =-�� ---------- --------- _;-- .-------- -------------- - ^ ------------------------------------ SEDIMENTATION BARRIER D - 'f 17.00 16,75 1,500 GALLON BELOW ;. •` SEE SHEET C2.5.10 FOR FIELD LAYOUT (THIS SHEET) C.O. CLEAN OUT DRAWN BY Z • * LIQUID ..; .: ALONG WITH SHEET C2.5.10 ----- -------------------- -----..-_••- - ------------------------------- .� M,TB SEPTIC TANK TYPICAL PUMP TANK AND .. DEPTH 16.40 - - W - WATER SERVICE CHECKED BY THE MINIMUM SLOPE FOR W/SANITARY PERC-RITE DEPTH TO --"--" '- - -- '- ---------------------------------- HYDRAULIC UNIT DETAIL ____ ____ _________ - 4" DIA SCH 40 PVC PIPE TEES FIELD DIMENSIONS: ESTIMATED HIGH ( w . - GAS SERVICE °��° IS 1/8" PER FT - ----- -- ---------- --- ---- - - - ---- ------- -------------- 43 L X 18 W _~� - - -- ELECTRIC SERVICE c ' GROUNDWATER= 10.6't O1 ---^^------------------------------------------------------------------------ -- ------- CONNECTIVE N ' •4 °.• ...-' • . : ESTIMATED HIGH `-------------------- --------- INTER DRANAGE PIPE ROUTE ( ) O . . :: ;. .. GROUNDWATER �� v EL.=6.7t ! Q�i 1.8' SPACING (TYP.) ------- (6"0 SDR 35, S=2% MIN.) COMPACTED BASE �JQ YD - YARD DRAIN c O 6ACTED BASER OFT CO 6" LAYER S PERC-RITE DRIP DISPERSAL FIELD LAYOUT (SIDE FEED) (SEE HAWK PLAN) u C2o3elO v 12 t CRUSHED STONE 3't 2,000 GALLON EFFLUENT DOSING CHAMBER (H-20) CRUSHED STONE PERC-RITE DRIP DISPERSAL FIELD GM GAS METER (Z152 MANIFOLD, 1.8 FT. SPACING) SEE SHEET C2.5.10 FOR MORE INFORMATION „ v OUTLET TEE DEPTH (INSIDE TANK DIMENSIONS: 10'L x 5'W) NOT TO SCALE TEA HOUSE & o NOTE: LIQUID DEPTH BELOW FLOW LINE (SEE SHEET C2.5.10 FOR MORE INFO) NOTE- DWELLING x ALL WATER FIXTURES TO BE WATER TESTED BY 4 FT 14 INCHES THE INFORMATION HEREON HAS BEEN PREPARED ACCORDING TO THE W 1 2 CONTRACTOR TO VERIFY ALL SEWER EXIT LOCATIONS PRIOR 5 FT 19 INCHES SCHEMATIC FLOW PROFILE ISSUED FOR PERMIT 04-01-2019 -REQUIREMENTS OF TITLE 5 OF THE STATE ENVIRONMENTAL CODE FOR SUBSURFACE OF - SHEETS A TO INSTALLATION OF ANY SYSTEM COMPONENTS. 6 FT 24 INCHES DISPOSAL OF SANITARY SEWAGE AND LOCAL BOARD OF HEALTH REGULATIONS. � PROJECT NO. 7 FT 29 INCHES ALL INSTALLATIONS MUST CONFORM TO THE MINIMUM REQUIREMENTS OF TITLE 5 0 C18614.00 w U AIR RELEASE VALVES WITH 1/2" SUPPLY&RETURN MANIFOLD GREEN VALVE BOX COVER VALVE BOX INSERTED THROUGH 7" COVERS TO GRADE LOCATED ABOVE DRIP TUBING TO DRIP TUBING COVER SHALL COLD CLIMATE NOTES: AT FINISHED GRADE HOLE IN FOIL WRAP INSULATION (HIDE IN PLANT BED) CONSIST 2" MIN -6" MAX ALLOW MANIFOLDS TO DRAIN CLEAN SAND COVERED BY 6" 1. ALL ATTEMPTS SHOULD BE MADE TO PLACE THE HYDRAULIC UNIT IN A LOCATION WITH AN OPEN SOUTHERN EXPOSURE FOR WARMING PURPOSES. MANIFOLDS AND LATERALS BENEATH 2' VERTICAL SUPPLY& 2. ALL PIPES ENTERING AND LEAVING THE HYDRAULIC UNIT SHALL ELBOW VERTICALLY DOWN 90 DEGREES TO A DEPTH BELOW THE FROST LINE PRIOR TO FOIL WRAP INSULATION SHALL BE INSTALLED X 2' FOIL WRAP INSULATION LAID FLAT COASTAL RETURN LINES LOAM &SEED OVER TUBING PER COLD CLIMATE NOTES) INSULATED(PER EXISTING GRADE (SEE LANDSCAPE PLAN) EXTENDING AWAY FROM THE UNIT HORIZONTALLY. 3. THE SUPPLY AND RETURN LINES SHALL BE INSTALLED BELOW THE FROST LINE. WHEN THIS IS NOT POSSIBLE, RIGID FOAM INSULATION (MIN 1"THICK) en Ineering CO. COLD CLIMATE SHALL BE PLACED OVER THOSE PIPES THAT ARE ABOVE THE FROST LINE. ALL LATERALS SLOPE NOTES) 4. THE VERTICAL SECTIONS OF PIPE THAT TRAVEL THROUGH THE FROST ZONE AND CONNECT THE SUPPLY AND RETURN LINES TO THE MANIFOLDS SHALL RIGID INSULATION BOX DOWNHILL TO DRIP TUBING 260 Cranberry Hwy.Orleans,MA 026s3 DEPTH BE INSULATED SCH 40 PVC PIPE. INSULATION SHALL CONSIST OF FOAM PIPE WRAP INSULATION AND 1" RIGID FOAM INSULATION STRIPS MADE INTO A FOR SELF DRAINAGE soa 255.6511 P so6.25s.6700 F BOX. (SEE INSULATION DETAIL) AROUND VERTICAL PIPES 5. FOIL WRAP INSULATION SHALL BE PLACED OVER THE SUPPLY/RETURN MANIFOLDS AND LOOP CONNECTORS SO THAT AT LEAST 1' OF INSULATION EXTENDS EACH DIRECTION BEYOND THE FITTINGS. (SEE INSULATION DETAIL) 6. AIR RELEASE VALVE ENCLOSURES SHALL BE INSULATED WITH BAGGED STYROFOAM PEANUTS, FOIL WRAP INSULATION,AND RIGID FOAM INSULATION TOP VIEW INSIDE THE LID. (SEE INSULATION DETAIL) 4'MIN, 7. ALL LOOPS CONNECTING DRIP RUNS SHALL BE SLIGHTLY ELEVATED(MINIMUM 1" - 2") SO THAT THEY DRAIN INTO THE DRIP TUBING AFTER THE PUMP VALVE BOX INSERTED AIR RELEASE RIGID FOAM INSULATION MAIN SUPPLY& SHUTS OFF. IT IS THE CONTRACTOR'S RESPONSIBILITY TO ENSURE THAT THESE LOOPS STAY ELEVATED DURING AND AFTER THE LOOPS ARE THROUGH 7" HOLE IN VALVES MANIFOLDS AND LATERALS COMMON RETURN --- BACKFILLED. LINES LOCATED -- 1/2" PVC FLEX 8. DENSE VEGETATIVE COVER IS TO BE ESTABLISHED OVER THE SUPPLY TRENCH, RETURN TRENCH, MANIFOLDS,AND DRIP TUBING PRIOR TO THE FIRST FOIL WRAP INSULATION BENEATH FOIL WRAP INSULATION BELOW FROST LINE - ESHWT RETURN LOCATED EXPOSURE TO FREEZING TEMPERATURES. IF VEGETATION CANNOT BE ESTABLISHED THEN THE ENTIRE DRIP DISPERSAL FIELD IS TO BE COVERED WITH FINISHED GRADE ABOVE DRIP TUBING A THICK LAYER(MINIMUM 6") OF MULCH, STRAW/HAY, OR FROST BLANKET UNTIL SUCH TURF COVER IS ESTABLISHED. FOIL WRAP INSULATION SHALL BE PERC-RITE FIELD (43` L X 181 W) TO ALLOW DRAINAGE 9. VEGETATION HEIGHT OVER THE DRIP DISPERSAL AREA SHOULD BE A MINIMUM OF 4" -6"THROUGHOUT THE WINTER MONTHS. INSTALLED AROUND VALVE BOX& STYROFOAM PEANUTS Note: All Perc-Rite components shall be obtained ABOVE MANIFOLDS AND LATERALS IN BAG from Oakson,Inc,Gloucester, MA.,978-282-1322 (NOT TO SCALE) (PER COLD CLIMATE NOTES) NOTES: •'• SUPPLY AND RETURN LINES Ww NOTE: THE DRIP TUBING SHALL BE THE LOWEST 1. ALL RIGID AND FLEXIBLE PVC ARE TO BE LOCATED ABOVE THE DRIP LINE TO ALLOW NOTE: CLEAN 1/4" - 1/2" CRUSHED STONE ::' BELOW FROST ZONE (TYP 4'). RETURN MANIFOLD ALL DRIP LOOPS ARE TO BE LOCATED 2 ABOVE THE DRIP LINE TO ra POINT TO ALLOW FOR DRAINAGE FROM BOTH THE THE PIPES TO DRAIN. INSULATE LINES WITH RIGID VERTICAL INSULATED SUPPLY AND RETURN PIPES AIR RELEASE TO BE LOCATED ABOVE 2. THE AIR RELEASE VALVES SHALL BE PLACED AT THE HIGHEST POINT ON THE SUPPLY ALLOW FOR THE LOOPS TO DRAIN. FOAM BOARD WHEN PROPER z SUPPLY MANIFOLD DRIP FLEXIBLE FOAM OR RUBBER VALVE DRIP TUBING TO ALLOW AND RETURN LINE FOR EACH ZONE. FROST DEPTH CANNOT BE O o 1/2" PIPING TO BE THE MANIFOLD TO DRAIN i" MIN. TUBING PIPE WRAP INSULATION LOCATED ABOVE DRIP 3. EACH ZONE TO HAVE TWO AIR RELEASE VALVES. AROUND VERTICAL PIPES ACHIEVED. 5 TUBING TO ALLOW THE PRESSURIZED 4. RETURN LINES TO BE CONNECTED TO A RETURN LINE. RADIUS RAM INSERT MANIFOLD TO DRAIN } DRIP TUBING # +� CHECK VALVE FOR DRIP ADAPTER RIGID INSULATION BOX # + MULTIPLE LONE 12 AROUND VERTICAL PIPES # VALVE BOX WITH 1/2 MIN LOOP CROSS SECTION v VERTICAL INSULATED # * ,� # + { SYSTEMS ONLY RIGID FOAM INSULATION 1/2" FLEX PVC TUBING (NP) PVC FIP Z RETURN PIPE • } AIR RELEASE i # INSERTED UNDER COVER l / ADAPTER (PER COLD CLIMATE + VALVE # + VERTICAL INSULATED AIR RELEASE t 4' LENGTH (TYP) INSULATION DETAIL NOTES) FINISH GRADE + RETURN PIPE (PER COLD CLIMATE j VALVES TYPICAL DRIP LOOP CONNECTION (NOT TO SCALE) 1/2" PVC RIGID NOTES) RETURN (NOT TO SCALE) RETURN PIPE MANIFOLD PVC PRIMED TREADED CONNECTION WITH 5'-0" 6'-0" 5'-0" i" PVC SUPPLY PIPE BELOW FROST LINE SUPPLY AND GLUED TEFLON TAPE BELOW FROST LINE 1" PVC RIGID MANIFOL 14'-0" I 6' DIAMETER(H-20) PRECAST INSTALLATION DEDRIP PTH 6" MIN / CONCRETE LEACHING BASIN. SHOREY LCB-1000-H-20 OR 1/2" PVC FLEX '� FLEX PIPE TUBING a EQUAL c A AS PER DESIGN DRIP o FOIL WRAP INSULATION SHALL BE INSTALLED OVER TUBING FORCE MAIN INSTALLATION �, 1/2„ 1 RETURN V O ***SITE CONTRACTOR TO COORDINATE ADAPTER FITTING (PER COLD CLIMATE NOTES) DEPTH TO BE BELOW THE FROST LINE LOCATION OF IRRIGATION LINES WITH SEPTIC 1"SUPPLY � 1/2 SUPPLY RETURN MP) PVC FIP BARBED RAM 3/4" - 1 1/2" DOUBLE INSERT FITTING WASHED CRUSHED STONE SYSTEM INSTALLER PRIOR TO THE INSTALLATION P) (TYPICAL ALL DRAINAGE z STANDARD DRIP SYSTEM (SIDE FEED MANIFOLD) OF ANY SEPTIC SYSTEM COMPONENT.*** TYPICAL MANIFOLD CONNECTION CONNECTING DRIP TUBING TO FLEXIBLE PVC PIPE 16,_0„ (T RECHARGE BASINS) SEAL (NOT TO SCALE) (NOT TO SCALE) (16Lx10'Wx6' D. ) (14' DIA. xVD) FLOWMETER TYPICAL DETAILS OF LEACHING RECHARGE BASIN (LRB) �� S y� SUPPLY VALVE o� iL Y DISC FILTERS NOT TO SCALE e Ji N 671 FIELD FLUSH VALVE HYDRAULIC �SS ONAL NG\� HOUSE UNIT 9 1 1/2" GRAVITY RETURN 26" HEAVY DUTY CAST IRON s TO SEPTIC TANK FRAME&COVER TO FINISH GRADE PRECAST CONC. RISERS W/ SEALED JOINTS a (0.5% MIN. SLOPE) FLUSH RETURN FROM HU 4 MIL POLY OVER A 4" _ _ _ FINISH RADE S FIELD LAYER OF 1/8"TO 1/2" STONE '•i I -� �- -~� -� -i I i a BACKFLUSH VALVE SUPPLY 6" DIA. SDR 35 PVC UNLESS OTHERWISE .40 RETURN NOTED ON PLAN AT LEACHING RECHARGE 3/4"TO 1 1/2" DOUBLED WASHED STONE 1" RETURN SEPTIC TANK/ BASINS PRECAST TREATMENT TANK PUMP CHAMBER SUPPLY TO CONCRETE SIEVE PERCENT r l 1 1/2" SUPPLY FROM 1" SUPPLY HYDRAULIC UNIT z z ` LEACHING SUE PASSINGUj V .� PUMP CHAMBER M �! BASIN H-20 #4 100% -' o # 50 10%-100% 10-4 ROOF DRAIN COLLECTOR PIPES FROM # 100 0%-20% DRAIN SPOUTS USE 6"DIA. SDR 35 " ,- „ „ # 200 0%-5% PERC RITE HYDRAULIC UNIT (15 GPM) PVC 2-0 , 4-0 6 2-0 , 4-0 (NOT TO SCALE) TYPICAL SYSTEM HYDRAULIC PROFILE 10(TYPICAL) 10" (NOT TO SCALE) a NOTES: (SEE PLAN) INSTALLATION INSTRUCTIONS: 1. ** DRAINAGE RECHARGE STRUCTURES TO BE PLACED IN CLEAN COARSE SAND. CONTRACTOR TO PERFORM A SOIL TEST AND NOTIFY ENGINEER FOR ON SITE 1. MEASURE THE DISTANCE FROM THE BOTTOM OF THE TANK TO 6" DOWN INSPECTION OF SOILS PRIOR TO INSTALLATION OF ANY DRAINAGE SYSTEM COMPONENTS. STRUCTURE MAY BE PLACED ABOVE COARSE SAND LAYER PROVIDED w FROM THE TOP OF THE RISER. CUT THE EXTENSION PIPE(BY OTHERS) CONTRACTOR PERFORMS A T SOIL REMOVAL AROUND BASIN DOWN TO THE COARSE SAND HORIZON. REMOVAL TO BE FILLED IN ACCORDANCE WITH NOTE #2 TO TO THE LENGTH NECESSARY TO REACH THIS HEIGHT. CUT HALF OF THE CONTROL UNIT PANEL TOP OF STRUCTURE. (CONTRACTOR SHALL INCLUDE A UNIT COST FOR REMOVAL AND REPLACEMENT IN THE BID PRICE). PIPE DOWN 12"TO 18"AWAY FROM THE TOP OF THE PIPE FOR A PUMP MOUNTED IN AN EXTERNALLY 2. FILL MATERIAL FOR SYSTEMS CONSTRUCTED IN FILL SHALL BE CLEAN GRANULAR SAND, FREE OF ORGANIC MATTER AND OTHER DELETERIOUS MATERIALS. THE DISCHARGE PIPE AND ATTACH TO RISER. (SEE DETAIL A) ACCESSIBLE LOCATION SAND SHALL BE GRADED SUCH THAT NOT MORE THAN 45%OF THE SAMPLE, BY WEIGHT, SHALL BE RETAINED ON THE #4 SIEVE. THE FILL SHALL NOT CONTAIN 2. GLUE THE EXTENSION COUPLING (BY OTHERS)TO THE EXTENSION PIPE Detail A (LOCATION MUST BE ANY MATERIAL LARGER THAN 2 INCHES. THE MATERIAL THAT PASSES THE #4 SIEVE SHALL MEET THE FOLLOWING GRADATION REQUIREMENTS: Q AND TO THE COOL GUIDE. APPROVED BY OWNER PRIOR 3. FOR REUSE OF EXISTING CONCRETE PUMP CHAMBERS: GLUE ON THE * FINAL LOCATION OF HYDRAULIC UNIT TO INSTALLATION) TYPICAL END VIEW OF LEACHING RECHARGE BASIN (LRB) �.., COOL GUIDE FLAT CAP AND PLACE THE COOL GUIDE FIRMLY IN THE 112"-18" BOTTOM OF THE TANK. ATTACH THE EXTENSION TO THE RISER WITH I D=THE DAILY DESIGN FLOW FOR THE SITE MUST BE APPROVED BY LANDSCAPE NOT TO SCALE • THE ANCHORS A5 SHOWN. ARCHITECT PRIOR TO INSTALLATION 4. FOR USE IN NEW CONCRETE PUMP CHAMBERS: ANCHOR THE FLAT CAP GENERAL PERC-RITE DISPERSAL SYSTEM CONSTRUCTION NOTES: TO THE BOTTOM OF THE TANK IN THE PROPER LOCATION TO HOLD THE SCH 80 UNION RIGID FOAM INSULATION COOL GUIDE AND EXTENSION. THE CAP MAY OR MAY NOT BE GLUED TO NO WEEP HOLE CONDUIT TO PANEL 1. THE SYSTEM SHALL NOT BE INSTALLED IN WET OR FROZEN SOILS. THE DEVICE. ATTACH THE EXTENSION WITH THE ANCHORS AS SHOWN. FLOAT TREE GATE VALVE TO BE DRILLED BY CONTRACTOR 2. DO NOT PARK, DRIVE LARGE EQUIPMENT, OR STORE MATERIALS ON THE DISPERSAL AREA. NO ACTIVITY SHOULD OCCUR ON THE DISPERSAL AREA OTHER THAN 5. PLACE THE PIPE DOPE ON THE COOL GUIDE ADAPTER THREADS AND THE MINIMUM REQUIRED TO INSTALL THE SYSTEM. �y W THREAD THEM INTO THE PUMP DISCHARGE. JUNCTION BOX 3. ALL INSTALLATION AND CONSTRUCTION TECHNIQUES SHALL CONFORM TO THE STATE AND LOCAL CODES PERTAINING TO ON-SITE WASTEWATER SYSTEMS AND N ATTACH COOLING COLLAR TO ADAPTER WITH SET SCREW PROVIDED. - -// HYDRAULIC N- THE PERMIT FOR THE SITE. R w 6. UNIT* rr1.1 r 4. IF SITE CONDITIONS ARE DETERMINED TO REQUIRE THE INSTALLATION OF THE SYSTEM TO DEVIATE FROM THE DESIGN PLANS, ALL WORK SHALL STOP 7. GLUE PIPE INTO FLOW COLLAR AND WITH PUMP ATTACHED, LOWER CHECK VALVE SUPPLY LINE FLUSH RETURN TO ;/� ,/` ; `//�//,ll�l -1%�::ter\=r\ = = F-* o IMMEDIATELY AND THE DESIGNER AND INSPECTOR SHALL BE NOTIFIED. ANY ONGOING WORK SHALL BE THE SOLE RESPONSIBILITY OF THE CONTRACTOR. U N INTO THE GUIDE TUBE. ADAPTER BELOW FROST OR SEPTIC TANK. '- E~ DRIP TUBING MAY BE IN VIBRATORY L W A N H < WIDE), Y HAND TRENCHING,O B SCARIFYING THE 0 8. ATTACH TO DISCHARGE PIPE,VALVES,AND CONNECT ELECTRICAL AND ATTACH---_..,, ---- 5 UB G STALLED WITH A PLOW, A STATIC PLOW,, ARROW TRENCHER( 6 E), B H NR Y w INSULATED r - „",. SURFACE AND BEDDING THE DRIP TUBING IN CLEAN SAND MEETING THE REQUIREMENTS FOR FILL MATERIAL IN THE STATE CODE. FOR SAND FILL SYSTEMS, SPECIFIED. AS PER {={�-{i-{{- < COOLING COLLAR UNDISTURBED 6"GRAVEL VERTICAL PIPE TO BE a ,o 0o NOTE 1 \ UNDISTURBED INSULATED COVER CONSISTING OF 2" OF THE SAME SAND AND THEN TOPSOIL MEETING THE APPROVED DEPTH REQUIREMENT SHALL BE PROVIDED. a TO HU i EARTH EARTH ;f/ 6. ALL DRIP TUBING IS TO BE INSTALLED PARALLEL TO THE CONTOUR. ro r r .,• r, ' `_ll_ll_Il sCfu,E 1-1/2" SCH 40 EXTENSION r\% = � ;+ 'N�ll;ll`lhfl�ll 8' OF STATIC LIFT TO HU (MAX) 7• AIR RELEASE VALVES SHALL BE PLACED BELOW THE GROUND SURFACE IN AN INSULATED VALVE BOX BUT AT AN ELEVATION ABOVE THE HIGHEST DRIP LINE IN AS NOTED COUPLING COLLAR(BY \"-\\�r\'�\rJ ~l1=ll'll 11'll THAT PARTICULAR ZONE. DRAWING FILE ALARM \=11=11=\\F WATERTIGHT r 11_//-ll-ll FLUSH RETURN 8. VEGETATIVE COVER MUST BE REPLACED FOR INSTALLATIONS WHERE IT IS REMOVED OR BURIED DURING INSTALLATION. C18614-CONSTRUCTION.DWG OTHERS) 6" SEAL ;err=r\=r� SUPPLY 9. ALL CUTTING OF RIGID PVC PIPE, FLEXIBLE PVC, AND DRIP TUBING OF SIZE 2" OR SMALLER SHALL BE ACCOMPLISHED WITH PIPE CUTTERS. NO SAWING IS DATE -\r.a=\ - U PVC COUPLING PEAK ENAI WE \%\r%rr=� ALLOWED. 02 08 Din INLETS INSERT (BY OTHERS) 6" _�\%\r_=\\= PUMP DISCHARGE TO HU 10. ALL RIGID PVC PIPE, FLEXIBLE PVC PIPE AND DRIP TUBING SHALL HAVE THE ENDS COVERED WITH DUCT TAPE AFTER CUTTING TO PREVENT CONSTRUCTION DRAWN BY z DRIP ENA L -�r'r\'\r'r\- DEBRIS FROM ENTERING THE PIPE. MJB ., 11. PRIOR TO GLUING,ALL JOINTS SHALL BE INSPECTED FOR AND CLEARED OF ANY DEBRIS. ALL JOINTS SHALL BE CLEANED AND PRIMED WITH PVC PRIMER PRIOR CHECKED BY W ° ° OFF rr�=\r=r\=\r: DRIP ENABLE FLOAT ELEVATION - 00 0 0 0 0 0 0 \ram\{f{{�\\, TO BEING GLUED. o 0 0 0 0 0 o SEE INSERT 20 4 {\ 00 FLOW > o 0 0 0 o SCH 40 PVC 16" _�{''\\'"r\""\1"r\'"1� 12. ALL PVC PIPE AND FITTINGS SHALL BE SCH 40.r r rCN g >♦� ♦� FLOW ::z ` 13. WHENEVER POSSIBLE,ALL FORCE MAINS SHALL BE TESTED FOR LEAKS PRIOR TO BEING BACK- FILLED BY PRESSURIZING THE SYSTEM AND OBSERVING FOR o ��%N=11%1r=r1%r\%r\ LEAKAGE. `y -COOL GUIDE AND PERPETUAL MAINTENANCE AGREEMENT 14. THE HYDRAULIC UNIT SHALL BE PLACED ON TOP OF THE SEPTIC/TREATMENT TANK, PUMP CHAMBER, OR ON A BED OF 4" -6"THICK 3/4"GRAVEL IN A LOCATION 00 OPTIONAL PUMP REQUIRED WITH PERC-RITE SYSTEM c� FLAT CAP ANCHOR BOLT 30' MAXIMUM DISTANCE WITHIN 30' OF THE PUMP. 00 x THROUGH END 15. IF STANDING WATER IS A PROBLEM IN THE VICINITY OF THE HYDRAULIC UNIT,A SCREENED DRAIN TO DAYLIGHT IS REQUIRED. C2e5elO CAP 16. ELECTRICIAN TO PROVIDE SEPARATE CIRCUITS FOR THE PUMP AND CONTROLS/ALARM, OR AS REQUIRED BY STATE AND LOCAL CODES. U Cool Guide 17. ALL CONDUIT ENTERING THE CONTROL PANEL SHALL BE SEALED AT BOTH ENDS TO PREVENT CONDENSATION OR GASES INSIDE THE PANEL. GUEST HOUSE Patent No, 6,262,689 CERTIFIED INSTALLERMAPPROVED SBYLENGINEER. .� o TYPICAL PUMP TANK & HYDRAULIC UNIT DETAIL DRAIN. & SDS DETAILS PERC-RITE HYDRAULIC UNIT (15 GPM) (NOT TO SCALE) ISSUED FOR PERMIT 04-01-2019 4 2 OF _L SHEETS (NOT TO SCALE) PROTECT NO. o C18614.00 w U