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1187 CRAIGVILLE BEACH ROAD - Health
1187 CRAIGVILE BEACH ROAD Centerville A = 206 — 050 ES M EAD® KEEPING YOU ORGANIZED No. 12534 2-153LOR PaST1ANSU1lER® waxao WIMMUM OETOMANWA 8MUDZU s Town of Barnstable '"E' Regulatory Services Richard V. Scali, Interim Director ; a"` ABEL E' s Public Health Division s6l; 6 Thomas McKean,Director , 200 Main Street,Hyannis,MA 02601 Office: 508-862-4644 Fax: 508-790-6304 Installer&Designer Certification Form Date: 10/13/2020 Sewage Permit# 2018-147 Assessor's Map\Parcel 206=050 Designer: Sullivan Engineering&Consulting, Inc. Installer: ��,. GG G(` m��,� Address: 711 Main Street/PO Box 659 Address: log Osterville,MA 02655 On 5/15/2018 was issued a permit to install a (date) Uz V (installer) septic system at 1187 Craigville Beach Road, Centerville based on a design drawn by (address) Sullivan Engineering&Consulting,Inc. dated 2/12/18 Rev. 3/8/18 (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 construct e liance with the terms } of the IAA approval letters (if applicable) H OF WAS. o� CHARLES L ROWLAND L ( nst er's Signature) �' NoC1VIL 52699 SSIONAI ' esigner's Signal e) (Affix De � tamp Here) PLEASE RETURN TO BARNSTABLE PUBLIC HEALTH DIVISION. CERTIFICATE OF COMPLIANCE WILL NOT BE ISSUED UNTIL BOTH THIS FORM AND AS- BUILT CARD ARE RECEIVED BY THE BARNSTABLE PUBLIC HEALTH DIVISION. THANK YOU. Q:\Septic\Designer Certification Form Rev 8-14-13.doc /�No.�!�" % Fee THE COMMONWEALTH OF MASSACHUSETTS Entered in computer. PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS Yes 01ppliCation for Vsposal *pstrm Cunstruttiun permit Application for a Permit to Construct( ) Repair( ) Upgrade(---) Abandon( ) 2<omplete System ❑Individual Components Location Address or Lot No. i l8 7 C(4-'5V Ik lei a1. Owner's Name,Address,and Tel No Assessor's Map/Parcel Zo("^OS8 In , ler's Nam e,.40dress,and Tel.No. Designer's Name,Address,and Tel.No. 7 7� $+Ilia�^ �N�w1eRri�, +C4�s��in� Type o Bldin uig: , r1 o S`S Dwelling No.of Bedrooms Lot Size 6,Z4 Aike.S sc}-# — Garbage Grinder QUQ) Other Type of Building No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.required) :55(6 gpd Design flow provided S SIS gpd Plan Date -L Za " Number of sheets Revision Date :48iig Sl,ec ( ov1�-s Title o Size of Septic Tank 1560(M— Type of S.A.S. 44 y Star S �n 3� Description of Soil 0^I2" 01k CA�A 1� 3tt 514.N1U_Y(An 36`IrWV -5• Nature of Repairs or Alterations(Answer when applicable) Date last inspected: Agreement: The undersigned agrees to ensure the construction and maintenance of the afore described on-site sewage disposal system in accordance with the provisions of Title 5 of the Environmental Code and-nof to place the system in operation until a Certificate of Compliance has been issued by this Bo d fIjealth. _ Si V Date Application Approved by Date Application Disapproved by Date for the following reasons Permit No. j4? Date Issued Jr • 16 i q r No.W �� I _ Fee flr THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: Yes PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS 0(ppliCAtion for bisposaYl*psttm Construction 3pPrmit s Application for a Permit to Construct( ) Repair( ) Upg de(. Abandon( ) 21formplete System ❑Individual Components Location-Address or Lot No. t 18`7 COb lk �-%4, Owner's Name,Address,and Tel.No �/ ('rhletv;11 Q4 li$1 Crq��v�ll� ch ("'7 T� -Assessor's Map/Parcel Zp(p._050 J Installer's Name,Address,and Tel.No. f Designer's Name,Address,and Tel.No. �� � oaf s 4� `I r�;..� 5 i 8.4ta-3�44 P of Building: C -rrra iQ, MAoz gr ' Dwelling No.of Bedrooms S Lot Size sq•,fir- Garbage Grinder((1U) r Other Type of Building No of Persons Showers( ) Cafeteria( ) Other Fixtures { Design Flow(min.required) 5% gpd Design flow provided S rj gpd ~ Plan Date r I L, Z�[n Number of sheets 7 I Revision Date 48119 51J ,.. Title 5i c�„� rcai� �ry�OrGa S ,..�° Size of Septic Tank (Soo 6A-k., Type of S.A.S. b- . I'Lt�r..�./ (aw,4 Description of Soil 0-1 " Oak CoNet ION( Ve 50,ArjYt uhK\ �� 3-�0,"`•�^��5''`• Nature of Repairs or Alterations(Answer when applicable) Date last inspected: i Agreement: \ The undersigned agrees to ensure the construction and maintenance of the afore described on-site sewage disposal system'in accordance with the provisions of Title 5 of the Environmental Code and-not to place the system in operation until a Certificate of '* Compliance has been issued by this Board of Health. _ -/SignedA Date t(/ = � Application Approved by _ _ Date Application Disapproved by Date for the following reasons IVA Permit No. ( J Date Issued �S - ------•----- --------------------------- -- -- - ------ -_ ---- --- - - --- -- - �w ,,N ''a THE COMMONWEALTH OF MASSACHUSETTS „4•��, N i �lat BARNSTABLE,MASSACHUSETTS � Certificate of Compliance THIS IS TO CERTIFY,that the On-site Sewage Disposal system Constructed( ) Repaired( ) Upgraded(--f Abandoned( .)by _ at._11c�J Craitiyil + -tz�r'c� s - (!r� - - has been constructed in accordance` — with the provisions of Title 55 "and-the'for isposal System Construction Permit No.r9OIJ6-1 Z4lated 1; �� e,h Installer Designer #bedrooms S Approved design-flow gpd The issuance of this permit shall not be construeedd Jaslajuarantee that the syste�will ,Unction as designed. Date &///f Inspector No. 1-? Fee THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION-BARNSTABLE,MASSACHUSETTS Misposal Opstem ConstrUction prrmit Permission is hereby granted to Construct( ) Repair(^) Upgrade(/) Abandon( ) System located at ! t-7 Cry,;gU`,fte and as described in the above Application for Disposal System Construction Permit. The applicant recognized his/her duty to comply with Title 5 and the following local provisions or special conditions. Provided:Construction must be co pleted 'ithin three years of the date of this permit. Date 7/ Approved by h_._ '38a 13�--201.9 a r DEED RESTRICTION Jennifer Newberg,Trustee of 1187 CBR Realty Trust,owner of 1187 Cralgvill,e Beach Road, Barnstable(Centerville),by deed(Book 30109 Page;1)recorded at the Barnstable Registry of Deeds,agree°that until such time astechnology changes and/otthe Barnstable Board of Health changes its regulations:or otherwise grants permission,structures built on the premises of 1187 Craigville Beach Road,Centerville,shall:have no morethan a total of five(5)bedrooms.. F Jennifer: 4wberg, r e 1187 CBR Realty Trust COMMONWEALTH OF MASSACHUSETTS Barnstable County On :this "T"k-a . if�� y ,of 2019, before me, the undersigned notary public, personally appeared Jennifer Newberg proved to me through satisfactory evidence.of identification,which To be the person whose name is signed on this document and acknowledged to me that he signed it voluntarily for its stated.purpose, Wotalic ' My commission expires;���f st BARNSTABLE REGISTRY OF DEEDS a A John f. Meade, Register cf-ru" ,, y May 8, 2018 Town of Barnstable Board of Health 200 Main Street Hyannis,MA 02601 To Whom it May Concern: This letter is to inform the Town of Barnstable, Board of Health that I have received a copy of the approval,the owner's manual and operation and maintenance manual of the AdvanTex AX- RT Treatment System. I agree to comply with all terms and conditions,including the requirement for a service contract and have been informed of all the costs including power,maintenance, sampling, record keeping, reporting and equipment replacement. I understand that a deed restriction/notification will be required prior to the completion. If there is change in ownership of the property, the notification will be proved to the new owner. There will riot be a garbage grinder. I understand the requirement to repair, replace or take any action as required by the Health Department or the local approving authority if is determined that the system is not capable of meeting the performance standards. I trust this letter meets your needs. Thank you, Jennifer Newberg,Trustee 1187 CBR Realty Trust i r r Town of Barnstable Barnstable �I� Board of Health j edcaC j 9`" `� 200 Main Street, Hyannis MA 02601 I i639. � 2007 ��FD MA'I s Office: 508-862-4644 Paul J.Canniff,D.M.D. FAX: 508-790-6304 Junichi Sawayanagi Donald A.Guadagnoli,M.D. March 5, 2018 Mr. John O'Dea Sullivan Engineering, Inc. P.O. Box 659 Osterville, MA 02655 RE: 1187 Craigville Beach Road, Centerville A; 206-050 Dear Mr. O'Dea, You are granted variances on behalf of your client, Jennifer Newberg, to construct an onsite sewage disposal system which incorporates AdvanTex, a secondary treatment unit, at 1187 Craigville Beach Road, Centerville. This AdvanTex Treatment System is approved for General Use Certification by the Department of Environmental Protection. The following Title V variances are granted: 310 CMR 15. 211: To install the soil absorption system ten (10) feet away from a coastal bank, in lieu of the minimum fifty (50) feet separation distance required. 310 CMR 15. 211: To install an ejector pump ten (10) feet away from a coastal bank, in lieu of the minimum twenty-five (25) feet separation distance required. 310 CMR 15. 211: To install a septic tank ten (10) feet away from a coastal bank, in lieu of the minimum twenty-five (25) feet separation distance required. 310 CMR 15. 211: To install an AdvanTex treatment unit (10) feet away from a coastal bank, in lieu of the minimum twenty-five (25) feet separation distance required. 310 CMR 15. 211: To install a distribution box eighteen (18) feet away from a coastal bank, in lieu of the minimum twenty-five (25) feet separation distance required. Q:\WPFILES\Odea 1187 Craigville Beach Road Variances Newberg 2018.docx I The following variances are granted from Section 360 of the Town of Barnstable Code: Section 360-1 of the Town of Barnstable Code: To install the soil absorption system ten (10) feet away from a coastal bank, in lieu of the minimum on-hundred (100) feet separation distance required. Section 360-1 of the Town of Barnstable Code: To install an ejector pump ten (10) feet away from a coastal bank, in lieu of the minimum on-hundred (100) feet separation distance required. Section 360-1 of the Town of Barnstable Code: To install a septic tank ten (10) feet away from a coastal bank, in lieu of the minimum on- hundred (100) feet separation distance required. Section 360-1 of the Town of Barnstable Code: To install an AdvanTex treatment unit (10) feet away from a coastal bank, in lieu of the minimum on-hundred (100) feet separation distance required. Section 360-1 of the Town of Barnstable Code: To install a distribution box eighteen (18) feet away from a coastal bank, in lieu of the minimum on-hundred (100) feet separation distance required. These variances are granted with the following conditions: (1) The septic system components and secondary treatment unit shall be installed in strict accordance with the engineered plans dated February 12, 2018. (2) The designing engineer shall supervise the construction of the onsite sewage disposal system and secondary treatment unit. The designing engineer shall certify in writing to the Board of Health that the system was installed in substantial compliance with the plans- dated February 12, 2108. (3) This AdvanTex Treatment System incorporates a Secondary Treatment Unit which is approved for General Use Certification by the Department of Environmental Protection, per the certification letter dated revised April 19, 2013. In addition.to the special conditions contained in this four page certification, the System shall comply with all of the requirements contained within the sixteen page MA DEP document entitled "Standard Conditions for General Use Certification of Secondary Treatment Units" dated revised March 20, 2015. (4) The system shall be evaluated and monitored at least once every twelve months in conformance with pages seven through ten of the MA DEP Q:\WPFILES\Odea 1187 Craigvi Ile Beach Road Variances Newberg 2018.docx certification entitled "Standard Conditions for General Use Certification of Secondary Treatment Units" dated revised March 20, 2015. (5) The required O&M Agreement with the service contractor shall include monitoring for pH, turbidity, settleable solids, color, dissolved oxygen, depth of ponding, thickness of floating scum/grease, depth of sludge and distance to effluent tee. (6) No more than five (5) bedrooms maximum are authorized at this property. Dens, study rooms, offices, finished attics, sleeping lofts, and similar-type rooms which provide privacy, are considered "bedrooms" according to the MA Department of Environmental Protection. (7) The applicant shall record a properly worded deed restriction, signed by the owner of the property, at the Barnstable County Registry of Deeds restricting the property to five (5) bedrooms maximum. A copy of the recorded deed restriction shall be submitted to the Health Agent prior to the issuance of the certificate of compliance. These variances are granted because the proposed plan appears to meet the maximum feasible design standards contained within the State Environmental Code, Title 5 and local Health Regulations. Sincerely yours, 6 V7aul . Ca i . . n Q:\WPFILES\Odea 1187 Craigville Beach Road Variances Newberg 2018.docx Loot � I DATE: FEE: N "f i + BAMSTABLE, MAM. REC.BY• Town of Barnstable SCHED.DATE 4_-1 f "a Board of Health -r, 200 Main Street, Hyannis MA 02601 � Office: 508-862-4644 Paul J.Canniff,D.M.D. FAX: 508-790-6304 Junichi Sawayanagi Donald A.Guadagnoli,M.D. Alternate:Cecile Sullivan,RN,MSN VARIANCE REQUEST FORM LOCATION Property Address: 1187 Craigville Beach Road,Centerville Assessor's Map and Parcel Number: 206 050 Size of Lot: 6.26 acres Wetlands Within 300 Ft.Yes x Business Name: No Subdivision Name: APPLICANT'S NAME: Sullivan Engineering&Consulting.Inc. Phone (508)428-3344 Did the owner of the property authorize you to represent him or her? Yes x No PROPERTY OWNER'S NAME CONTACT PERSON Name: Jennifer Newberg Name: John O'Dea,Sullivan Engineering&Consulting,Inc. Address: 35 Berwick Road,Newton,MA 02494 Address: 7 Parker Road,Osterville,MA 02655 Phone: Phone: (508)428-3344 EMAIL:john(a)sullivanengin.com VARIANCE FROM REGULATION(List Reg.) REASON FOR VARIANCE(May attach if more spaceneeded) 310 CMR 15.211 Regulation for setbacks to coastal bank See Cover Letter And downhill slope. Town of Barnstable—Chat.360 Setction 1—Setback Requirements NATURE OF WORK: House Addition LJ House Renovation LJ Repair of Failed Septic System O 0 Checklist(to be completed by office staff-person receiving variance request application) Please submit copies in S separate,collated packets. X Five(5)copies of the completed variance request form x Five(5)copies of engineered plan submitted(e.g.septic systemplans) x Five(5)copies of MA DEP approval letter for I/A septic systems only. X Five(5)copies of labeled dimensional floor plans submitted(e.g.house plans or restaurant kitchen plans) " X A completed seven(7)page checklist confirming review of engineered septic system plan by submitting engineer or registered sanitarian X Signed letter stating that the property or business owner authorized you to represent him/her for thisrequest X Applicant understands that the abutters must be notified by certified mail at least ten days prior to meeting date at applicant's expense(for Title V and/or local sewage regulation variances only) Full menu—Five(5)copies of full menu submitted(for grease trap variance requests only). X $95.00 variance request application fee collected(No fee for lifeguard modification renewals,grease trap variance renewals [same owner/lessee only],outside dining variance renewals[same owner/lessee only],and variances to repair failed sewage disposal systems[only if no expansion to the building proposed]) X Variance request submitted at least 15 days prior to meeting date VARIANCE APPROVED Paul J.Canniff,Chairman NOTAPPROVED Junichi Sawayanagi REASON FOR DISAPPROVAL Donald A.Guadagnoli,M.D. C:\Users\Decollik\AppData\Local\Microsoft\Windows\Temporary Internet Files\Content.Outlook\BMQD49H2\VARIREQ Rev APR2017.DOC SEPTIC VARIANCES REQURIED DESIGN DATA 310 CMR 15.211— Setback Requirements Single Family -5 Bedroom @ 110 GPD 25' From Coastal Bank Required to Septic Tanks No Garbage Grinder 10' Provided to Ejector Pump (15' Variance) 10' Provided to Septic Tank (15' Variance) Total Daily Flow=550 GPD 10' Provided to AdvanTex (15' Variance) 18' Provided to D—Box (7' Variance) EJECTOR PUMP 50' From Coastal Bank Required to SAS 1 of Bedrooms(20%) 10' Provided (40' Variance) 15' Required to Downhill Slope SEPTIC TANK 10' Provided (5' Variance) Use.a 1500 Gal Septic Tank Town of Barnstable Chapter 360 Section 1 — Setback Requirements 100' Required to Coastal Bank SECONDARY TREATMENT 10' Provided to Ejector Pump (90' Variance) Orenco Advan Tex 10' Provided to Septic Tank (90' Variance) 10' Provided to AdvanTex (90' variance) Treatment Unit Recommendations For S Bedroom 18' Provided to D—Box (82' Variance) AX25-RT 10' Provided to S.A.S. (90' Variance) LEACHING AREA 550 GPD/0.74(LTAR)= 743 SF Required Infiltrator Q uick4 Standard l 'v LeachingArea For Trench Design—6.96 SF/LF Effective g 743 SF/6.96 SF/LF= 106.8 LF Required i 3 Trenches-@ 36 LF Provided=108 LF(751 SF) Miorandi,Donna From: Miorandi,Donna Sent: Thursday,February 15,2018 3:12 PM To: 'John O'Dea' Subject: 1187 Craigville Beach Road,Centerville Hi again John: Sorry to have to cut you short yesterday but here is an update. On issue No.1 you are fine. The General Use Certification covers it all. On No.2 you will need to submit ejector pump plans with us. In addition,in talking with Larry Lemieux,our plumbing inspector,he states that if you keep them more than 10 ft.from the inside wall of the foundation then you won't need plumbing permits for the ejector pumps. So,in the end,just state that it is less than 25%of the flow and you will be good. On.No.3 we are all set on the metered well and realize that it has town water, On.No.4 it is also all set and understand that there will be sleeving required if it crosses the water line. Finally,on No.5,you will need to call out on the plan all the variances required which is the required setbacks to EACH component versus what the existing will be on the plan. That's the update for now and after Wednesday's staff meeting I shall let you know the status and if anything else is required or recommended. The good news is that Karen Malkus in our office states that there is one other system like this in town on Ladd Road,Centerville and the median total nitrogen(TN)is 8.9. Any questions,call or email me back. Thanks! Donna 1 I/A System Sample Report History 4 Of BAgt,�� 90 Ladd Road, Barnstable U - Barnstable County Department of Health and Environment 3,�ssACHU P.O. Box 427, Barnstable, MA 02630 Effluent Sample Results Date TN Nitrate Nitrite TKN Ammonia BOD5 C130D5 TSS pH Alkalinity 09/28/2008 3.1 3.1 0.1 1 7 6.4 10/19/2008 2.91 2.9 0.01 08/29/2009 12.38 10 0.08 2.3 _ 1 11/16/2009 2.09 0.69 1.4 08/06/2015 16.4 _ 14.2 Z2 12 7.26 08/01/2016 14.97 13 0.17 1.8 0.52 5.4 3 7.32 48 08/16/2016 14.83 13 •0.13 1.7 0.26 9 7.11 48 11/11/2016 7.01 j12/09/2016 6 4.6 1.4 0.082 8.2 04/10/2017 8.9 4.2 4.7 1 4 87 _ Median 8.9 7.3 0.105 2 0.39 5.4 1 6 7.185 48� Influent Sample Results No Influent Sample Results 0211412018 03:29pm Page 1 of 1 Miorandi,Donna From: Miorandi,Donna Sent: Wednesday,February 14,2018 11:19 AM To: 'John O'Dea' Cc: McKean,Thomas Subject: 1187 Craigville Beach Road,Centerville Good Morning John: I am the lucky one to review the plans for this site. Just early on in reviewing this plan and these are my comments/questions for starters until I consult with brain trust. Wednesday morning is our staff meeting and due to the long weekend I only have today and Tuesday to review this before it goes to staff meeting on 2/21 and then to BOH. 1. You need the 16-page document entitled"Standard Conditions for Secondary Treatment Units certified for General Use'. Don't worry I have printed it out. If I searched in the right spot on the web it's last revision was March 20,2015. In that document it states that you will need a"Disclosure Notice in / the Deed to the Property"-310 CMR 15.287(10). That I believe won't be needed until before the CDC is issued and obviously if the BOH approves this plan. ' 7 2. You have not submitted any plans for the ejector pumps noted on plans for dock/boat house and garage. You will need to comply with 15.229 on the ejector pumps(pumping to septic tanks) /3. The plans show a"meter well". Is this property on a private well? You show on the plan that a"sleeve is required"on the north side of the plan where the old septic system is located. Question is why?The plan is veryQ VVV "tight"/busy in this area and the lines and circles"so-to speak"(---o---o---)are not indicated on the legend that I can see. Is this a water line??? As far as Chapter 360-1 goes you need to keep the setbacks on all the components and not just the SAS. It requires 100 feet. Whereas,310 CMR 15.211 calls out setbacks respectively of 25 feet and 50 feet to the coastal bank. Yikes-you are 10.6 feet-thus the variance I know. That's all she wrote for now. So until we talk again I'll keep at it.Just an FYI that I am in the office this afternoon or can be if you call me or tomorrow afternoon more likely. I don't think I can proceed reviewing this until I hear from you. Thanks! Donna Miorandi 1 _SullHinson IVafl1 E u tii ,InG. ( 4 4-344 - Pa Box - 7 Parr ftad,0steraril( MA 5 t�� uilx�rggaa,eazs - �.s�1tEv��err,.�s� **** ABUTTER NOTIFICATION LETTER**** RE: Board of Health Public Hearing As a direct abutter of a proposed project,please be advised that a Variance Request has been filed with the Town of Barnstable Board of Health. The specific information is as follows: Applicants: Jennifer Newberg, Trustee CBR Realty Trust Project Location: 1187 Craigville Beach Road, Centerville Map 206 Parcel 050 Proposed Project: Proposed installation of a septic upgrade requiring variances from the Town of Barnstable Chapter 360-1 regulation for setbacks to waterbodies, and State of MA Environmental Code: Title 5 310 CMR 15.211 Regulation for setbacks to coastal bank and downhill slope. Applicant's Agent: Sullivan Engineering & Consulting, Inc. 7 Parker Road, P O Box 659 Osterville, MA 02655 phone: 508-428-3344 Public Hearing: Date: February 27, 2016 Time: 3:30 PM Place: Barnstable Town Hall, 367 Main Street, Hyannis, MA 2°d Floor Hearing Room Plans and the application describing the proposed activity are on file at the Board of Health office, 200 Main Street, Hyannis and at Sullivan Engineering& Consulting, Inc.'s office. Please call if you have any questions regarding this notification. Please call the Board of Health on the day of the Public Hearing to confirm the location and time for the hearing. AbutterReport Page 1 of 1 Board of Health Abutter List for Map & Parcel(s): '206050' Direct abutters(no set distance) and the properties located across the street. Total Count: 6 m l Close Map&Parcel Ownerl Owner2 Addressl Address 2 Mailing Country Deed CityStateZip NEWBERG, 1187 CBR REALTY NEWTON 206050 JENNIFER L TR TRUST 35 BERWICK ROAD CENTRE, MA 30109/1 02459 206051 BARNSTABLE, CONSERVATION 200 MAIN STREET HYANNIS, MA 6685/179 TOWN OF(CON) COMMISSION 02601 206052 BARNSTABLE, CONSERVATION 200 MAIN STREET HYANNIS, MA 6685/179 TOWN OF(CON) COMMISSION 02601 206053 HASH, MARY B 1199 CRAIGVILLE CENTERVILLE, C177258 BEACH RD MA 02632 BALSAMO, 1204 CRAIGVILLE CENTERVILLE, 206085001 ANTHONY I&MARY BEACH ROAD REALTY PO BOX 922 MA 02632 18325/157 E TRS TRUST BALSAMO, 1204 CRAIGVILLE CENTERVILLE, 206087 ANTHONY I&MARY BEACH MA 02632 10488/53 E This list by itself does NOT constitute a certified list of abutters and is provided only as an aid to the determination of abutters.If a certified list of abutters is required,contact the Assessing Division to have this list certified.The owner and address data on this list is from the Town of Barnstable Assessor's database as of 2/8/2018. http://maps.townofbarnstable.us/arcims/appgeoapp/AbutterReport.aspx?type=BOH 2/8/2018 i i i I February 5, 2018 Town of Barnstable 200 Main Street Hyannis, MA 02601 RE: 1187 Craigville Beach Road, Centerville Dear Ladies and Gentlemen: Please accept this letter as authorization to have a representative from Sullivan Engineering& Consulting, Inc. represent me,Jennifer.Newberg, Trustee of 1187 CBR Realty Trust, residing at 35 Berwick Road, Newton, MA on matters before the Town of Barnstable related to designing, improving, modifying, upgrading, replacing and or installing betterments to property I own at 1187 Craigville Beach Road, Centerville. If you have any questions about this letter or its intentions, please contact me at 617-610-1370. Thank you, Jennifer L. Newberg, Trustee 1187 CBR Realty Trust Sull ' Engineering & ivanConsulting, Inc. (508)428-3344 • P.O. Box 659 • 7 Parker Road,Osterville, MA 02655 seci@sullivanengin.com • www.suilivanengin.com February 12, 2018 Board of Health Town of Barnstable 200 Main Street Hyannis, MA 02601 RE: ,Jennifer Newberg, Trustee of1187 CBR Realty Trust 1187 Crwville Beach Road, Centerville Dear Commissioners, Please find attached the variance request form, engineered plan, seven-page checklist, floor plans, owner authorization letter, draft deed restriction, and abutter notification letter. Monitoring and Maintenance Plans are being prepared by the supplier and will be provided. The applicants purchased the property in November 2016. This property has been developed since the 1920's according to the assessor's records. There is an existing 4 bedroom dwelling, 1 bedroom cottage, boathouse, and two single car garages. The applicants plan to restore and renovate the existing structures but for the garages which will be replaced with a single two car garage. The property is surrounded by Land Under Ocean, Salt Marsh, and Coastal Bank. The existing septic consists of a single cesspool located on a coastal bank. Through our preliminary review, we determined that although there would be installation limitations, and setback variances would be required, there is room to fit a system and adequate separation to groundwater. In our review we considered three alternate locations. The area between the house and cottage would require plastic components given the access limitations, but is the preferred alternative given the area is centralized, has natural adequate separation to groundwater, and is generally not significantly vegetated. Also considered were the area between the house and the street which could provide similar separations to the coastal bank and groundwater, but would require removal of significant vegetation and additional disturbances to connect the out buildings, and the area of the driveway, which would require a significant amount of fill. Introductory discussions with the Health Department Staff indicated that an innovative system would be a requirement. A drip system was suggested. A review of drip documentation from manufactures and the State made no claims that as a stand alone unit there are any environmental benefits. Desiring to invest appropriately in the design, the applicants asked to consider, or at least understand, other alternatives. We were able to coordinate an on site meeting with George Heufelder. It was his opinion that first and foremost a secondary treatment should be considered, and given the site limitations, recommended looking into the Orenco systems. Page 1 of 2 i The Orenco Advantex systems have been documented to reduce BOD,TSS, and Nitrogen levels of up to 70%. It is our understanding that the testing results of others of these systems in the Town of Barnstable have been reviewed, and found satisfactory. The system as designed includes a 1500 gal plastic septic tank, an Orenco Advantex AX25RT recirculating filter, d-box, and 3 leaching trenches utilizing Infiltrator Quick 4 Standard graveless chambers. The-proposed system is located 10' from a coastahbank and requires waivers under Town of Bar —suable Chapter 360 Section 1 a`nd-310"CMR 1'5:21'1 Setback Requirements to coastal bank and downhill slope. Although there is local and country interest in further testing of the drip systems with a secondary treatment- we do not believe this is an appropriate site given the site limitations and costs. Bases on original budget numbers of the three alternative locations on site, the system as designed will likely approach costs of 4 to 5 times that of a more typical upgrade. Very truly yours, kt,__.. ohn O'Dea, P.E. Sullivan Engineering& Consulting, Inc. Page 2 of 2 i ® Commonwealth of Massachusetts Executive Office of Energy &Environmental Affairs l Department of Environmental Protection IL One Winter Street Boston, MA 02108.617-292-5500 DEVAL L PATRICK RICHARD K.SULLIVAN JR. Governor Secretary TIMOTHY P.MURRAY KENNETH L.KIMMELL Lieutenant:Governor Commissioner GENERAL USE CERTIFICATION Pursuant to Title 5, 310 CMR 15.00 Name and Address of Applicant: Orenco Systems, Inc. 814 Airway Avenue Sutherlin, OR 97479 Trade name of technology: AdvanTex Treatment System. Models: AX20-RT, AX25-RT, AX20, and AX100 (hereinafter called the"System"). Schematic Drawings illustrating each System, a design and installation manual, an owner's manual, an operation and maintenance manual, and an inspection checklist are part of this Approval. Transmittal Number: X254152 Date of Issuance: revised April 19, 2013 Authority for Issuance Pursuant to Title 5 of the State Environmental Code, 310 CMR 15.000, the Department of Environmental, Protection hereby issues this General Use Certification to: Orenco Systems,Inc., 814 Airways Avenue, Sutherlin, OR (hereinafter"the Company"), approving the System described herein for General Use in the Commonwealth of Massachusetts. The sale, design, installation, and use of the System are conditioned on 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 Approval constitutes a. violation of 310 CMR 15.000. April 19, 2013 David Ferris, Director Date Wastewater Management Program Bureau of Resource Protection This information is available in alternate format.Call Michelle Waters-Ekanem,Diversity Director,at 617-292-5751.TDD#1-866-539-7622 or 1-617-574-6868 MassDEP Website:www.mass.gov/dep Printed on Recycled Paper 250888r Orenco Systems,Inc.—Advantex Treatment System Page 2 of 4 Revised Approval for General Use Revision Date: April 19,2013 Technology Description The System is a Secondary Treatment Unit(STU)that provides an aerobic treatment process. The System is a multi-pass (recirculating),packed bed aerobic wastewater treatment system designed to treat residential strength wastewater from facilities with a design flow of less than 10,000 gpd. AdvanTex AX-RT Series (AX20-RT and AX25-RT) The AX-RT consists of an 800 gallon two-chamber fiberglass reinforced polyester(FRP) recirculating treatment tank,preceded by a separate septic tank with effluent filter. The engineered textile media is suspended from the top of the treatment tank with a portion of the media positioned over the first compartment(the recirc/blend chamber). The remainder of the media is position over the second compartment(the recirc/filtrate chamber) from which filtrate (treated effluent)is discharged. The two chambers are separated by a baffle wall. A recirculating pump draws water from the first compartment of the recirculating tank, and sprays it onto the top surface of the textile media at regular timed intervals to achieve a recirculation ratio of between 3:1 to 5:1. Filtrate drains from the textile media back into the two chambers. Timer settings can be adjusted if actual flows vary significantly from projected flows. The baffle wall between the chambers is fitted with a recirc-return valve for equalization during low-flow periods. Under low daily flow conditions,the valve allows 100% of the filtrate to be returned to the recirc/blend chamber for continued recirculation. The recirc-return valve is similar to a check valve in that it allows preferential flow in one direction only—in this case, from the recirc/filtrate chamber to the recirc/blend chamber. The recirc-return valve closes when the liquid head on the recirc/blend side is equal to or greater than the liquid head on the recirc/filtrate side. When the liquid head on the recirc/filtrate side is higher, the pressure differential pushes the recirc return valve open for filtrate to pass back to the recirc/blend side of the baffle, thus providing for continued recirculation during periods of low or no inflow. Flow from the recirc/blend chamber can pass to the recirc/filtrate chamber only through the treatment media. AdvanTex AX20 and AX100 The System includes a pre-assembled,UV-protected fiberglass reinforced polyester module ("filter pod") that contains the textile media. The filter modules are equipped with UV protected, removable fiberglass reinforced polyester lids and contain one inch of insulation on the underside of the lid. Except where separate septic and recirculating tanks are required per Special Condition 4 below, an AX20 filter module is typically installed on top of a two compartment processing tank with a minimum capacity of 1500 gallons. Raw sewage enters the two- compartment Processing Tank through its inlet tee. In the first compartment, the raw sewage separates into three distinct zones: a scum layer, a clear layer, and a sludge layer. Flow-through ports in the tank's baffle wall allow effluent from the clear layer to flow into the second compartment of the tank. The Biotube Pump Package in the second compartment pumps filtered effluent to a distribution manifold in the filter module. Effluent percolates down through the textile media and is collected in the bottom of the filter pod. The treated effluent flows out of the filter pod through the filtrate return line, which returns the treated effluent to the recirculating splitter valve(RSV). The RSV automatically splits or diverts the flow between the processing i Orenco Systems,Inc.—Advantex Treatment System Page 3 of 4 Revised Approval for General Use Revision Date: April 19,2013 tank and the final discharge. The RSV also controls the liquid level within the processing tank. During extended periods of no flow, 100 percent of the treated filtrate effluent is returned to the processing tank. The recirculating pump vault is equipped with a removable filter cartridge that is equivalent to a septic tank effluent tee filter. In systems with separate septic and recirculating tanks, the pump vault is located in the second tank(the recirculating tank). The effluent is applied at a preset recirculation ratio of between 3:1 to 5:1, controlled by a timer. Timer settings can be adjusted if actual flows vary significantly from projected flows. In all AdvanTex systems, the recirculating pump controls are equipped with a high water level override and high water alarm. The alarm and control circuits are connected to an independent power source run from the main power source of the facility. The System is equipped with a VeriComm control panel (CP) or equal which is connected via a telephone line or internet connection to the VeriComm monitoring system,providing continuous remote monitoring,maintenance information,management and control of each individual system. The CP provides the contracted operation and maintenance (O&M)provider with information to manage incoming alarms 24 hours per day through automatic notification, pre- established alarm protocols, an online list of all active alarms, online diagnostic data and online input and review of alarm responses. The CP also provides for site management through editable online information, an online tabular display of all operating data and provides standard and custom reports. The CP unit transmits report information to the O&M provider/Operator and the manufacturer of the System. Conditions of Approval The term"System"refers to the STU in combination with the other components of an on-site treatment and disposal system that may be required to serve a facility in accordance with 310 CMR 15.000. The term"Approval"refers to the technology-specific Special Conditions,the Standard Conditions for General Use Certification of Secondary Treatment Units, the General Conditions of 310 CMR 15.287, and any Attachments. For Secondary Treatment Units that have been issued General Use Certification for the installation of a System to service a facility where the site meets the requirements for new construction and the design flow is less than 2,000 gpd, the Department authorizes reductions in the effective leaching area(310 CMR 15.242), subject to the Standard Conditions that apply to all Secondary Treatment Units with General Use Certification and subject to the Special Conditions below applicable to this Technology. Special Conditions 1. The System is a Secondary Treatment Unit Approved for General Use Certification. In addition to the Special Conditions contained in this Approval,the System shall comply with all the"Standard Conditions for General Use Certification of Secondary Treatment Units", except where stated otherwise in these Special Conditions. Orenco Systems,Inc.—Advantex Treatment System Page 4 of 4 Revised Approval for General Use Revision Date:April 19,2013 2. The System is approved for facilities where the design flow is less than 10,000 gpd and where a conventional system with a reserve area exists or can be built on-site in full compliance with the new construction requirements of 310 CMR 15.000 and has been approved by the local approving authority. 3. If-the design is for six bedrooms or less, a separate septic tank preceding the AX-20 processing tank is not required rr quired and the Title 5 septic tank requirements are not applicable to the processing tank component of the AX20 treatment system. The processing tank, which has a recirculating pump in the second compartment,must be sized, designed, and installed according to Company requirements. The AX-RT units require a separate septic tank. For those Systems not installed with a separate septic tank, the record drawings on file with the local approving authority shall clearly indicate an area for a septic tank meeting the requirements of Title 5 and the drawings shall indicate that the area is for the sole purpose of installing a Title 5 septic tank in the future, if necessary. The System Owner shall not construct any permanent buildings or structures or disturb the site in any manner that would prevent the installation of a Title 5 septic tank in the future. 4. Multiple AX20 or AX100 filter modules may be used in combination to serve various sized or multiple facilities. Multiple unit systems, systems designed for residential facilities in excess of six bedrooms, and any design using AX100 units, shall require the installation of a separate septic tank constructed in accordance with 310 CMR 15.223 through 15.226. In addition, per Company requirements, the septic tank shall be sized a minimum of 2.2 times the facility design flow and located prior to the System's filter module. These Systems shall also include a separate recirculation tank sized equal to the facility design flow or a minimum of 1000 gallons and shall be designed and installed in accordance with the Company's requirements. 5. The System, including a properly sized septic tank, if required, shall be installed between the building sewer and the effluent pump chamber for disposal to the SAS of a system designed and constructed in accordance with 310 CMR 15.100- 15.279, subject to the provisions of this Approval. I o3 a/UC/lr�/ FC5.d8 (14� �.�r� �eean�t �v -a� z � rJ Pr .�s�� a ���� � � , -` � �� � � � 49 SENDER: COMPLETE THIS SECTION 1 COMPLETE THIS SECTION ON DELIVERY ■ Complete items 1,2,and 3. A. Signature ■ Print your name and address on the reverse ❑Agent so that we can return the card to yoU. �—~ ❑Addressee III this card to the back of the maiipiece, B. Received by(Printed Name) Cte of Delivery or on the front if space permits. I/ 1. Article Addressed.to: D. Is delivery address different from item 1? ❑Yes -7—w A e D nqRNs-74,eL C— If YES,enter delivery address below: [3 No 3 6-? Nl A in V S�eC T l per. tj Aj ), M6 02_�Z4 � 3. Service Type ❑Priority Mail Evresse II I IIIII(IIII III( III IIII II II I I I IIII I I I II I I III Adult Signature Restricted Delivery p RAdult Signature 0 �stared M lRestdoted 9590 9402 3048 7124 0295 10 wed Mali i l`"a4 Delivery °ReWe Recepctor C]Collect on Delivery 1,erchandise: O Collect on Delivery Restricted Delivery Signature ConfinnationTm �_e.►rde.nl„mhar?ransfer from service_labe0 Insured Mail O Signature Confirmation 7 16 2 71 D j;p 0 0 t 5 2 51� 6 3�Q: ;��Insured Mail Restricted Delivery Restricted Delivery over$500. Ps Form 3811,July 9015 PSN 7530-02-000-9053 Domestic Return Receipt USPS TRACKING# First-Class Mail Postage&Fees Paid USPS Permit No.G-10 9590 9402 p33bW $124 0295 10 United States •Sender:Please print your name,address,and ZIP+4®in this box* Postal Service L; /� S SORuCX P D -7 Z sU ,jH jijijuj �_ COMPLETE • ON DELIVERY ■ Complete items 1,2,and 3. A Bign re 111 ■ Print: our name and address on the reverse ❑Agent so that we can return the card to you. X" [3 Addressee ■ Attach this card to the back of the mailpiece, B. Receiv by(Printed Name) C.Date of Delivery or on the front if space permits. 1. Article Addressed to: D. Is delivery address different from item 1? ❑Yes ge'� If ES,enter delivery address below: pjNo cc C&1 Artie RID 4 D 3. Service Type ❑Priority Mali Expresso i IIIIIIIIII'IIIIIIIIIIIIIIII IIIIIIII�IIIIIIIIII ❑Adult Signature g Registered Mail*m Adult Signature ResMCfed Delivery Cj Reeggistered Mall Restltoted Certified Mao® D•I very 9590 9402 3048 7124 0294 97 certified snail Reatrloted Delivery 13 P Recelpt for CI Collect on Delivery Delivery ❑Signature Confirmation rm ties %kn,,:d llect on Delive Restricted Deliv 9 Mail ❑Signature Confumation 7 16 2.7Z 0 00 525]�' 6 317 " d Mail Restricted Delivery Restricted Delivery er$500) Ps Form 3811,July 2015 PSN 7530-02-000-9053 Domestic Return Receipt USPS TRACKING# First-Class Mall Postage&Fees Paid USPS Permit No.G-10 9590 9402 'iNg' t24 0294 97 United States •Sender:Please print your name,address,and ZIP+4®in this box* Postal Service FOR L/Ey 4,1)C/) / rj 02 5"b ��1t�1��1,���r�������►F�flrls�i��r�J�>>�����r,t�f{�r�1.1t11��i 1� � SENDER: COMPLETE THIS SECTION COMPLETL THIS r SECTION ON DELIVERY t 0_,Complete items t,2,and 3. A. Signatu f ■ Print your name and address on the reverse X ❑Agent so that we can return the card to you. ❑Addressee ■ Attach this card to the back of the mailplece, B. Received by(Printed Name) C.D to of Delivery or on the front if space permits. I 1. Article Addressed to; D. Is delivery address different from item 17 11 Yes -T'w_ / 0E 9 iA/Ja S-M/,d) �' If YES,enter delivery address below: [3 No 3�-� MAi nl. S7-I2c-c i 3. Service TYPE ❑Priority Mail Express�l III1111111111111111111111111111111111111111111 �II'I I'll I�iIIIII IIIIII Il I I I Il I'll I I II III ❑Adult Signature Registered MalITN ❑Adult Signature Restricted Delivery ❑Registered Mail Restricted Mail® Delivery 9590 9402 3048 7124 0294 80 ff77 Certified Mail R@strlcted Delivery q Retum RW liotfor Collect on Delivery Merchandise • -� ❑_Collect on Delivery Restricted Delivery ❑Signature ConMnationTm 2_� h 6 2 71 0 0 0 0 0 5 2 51 6324 ed Mail Mail Restricted Delivery ❑Re���Confirmation 1iVe y�'on rr...'S5oo) I PS Form 3811,July 2016 PSN 7530-02-000-9053 Domestic Return Receipt USPS TRACKING# First-Class Mail' -�a Postage&Fees Paid USPS Permit No.G-10 9590 9402*"8b1f,8'M7124 0294 80 United States °Sender:Please print your'name,address,and ZIP+4®in this box* Postal Service b9s sotieU Ey ' C) SOY 17 Z I 1 . i JENNIFER L. 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NEWBERG TRUST D mo o p 2p �mq% P39072.99 T 3 3 N➢ m O" A d �N r m (/1 w c O r 7 w b � w °'a m m 0$ LDa p + ' 1187 CRAIGVILLE BEACH RD ARCHITECTURE&.INTERIORS " CENTERVILLE MA 02632 f - � y Centerville River J 1 Salt Marsh f Salt Marsh - S,o�• .. '.� P71 t P �w� ^'` '''l"• ��—' � ` \ `\ / Salt Marsh a Salt Marsh C _ Deck a f AE ECEV x D � a ,.- a < a Garage . St78W t:, _ Brag. 2 _ a asement Y 1Jo`er l Guest, �ath 8.7 Dwelling well _ � (�• _ .n .. ,. crash a _ Gravel Drive r c _ _ x 9", _.. __. "...i./•' Gravel Drive !3.5 M M�D AE ELEV. 1 e i fy \ _ 00 Zone .— . . — . . FEA 7/�6��4 x ock. zr •43' Effective coon AE ELEV• �3 ." FEMA ove W 0 0 ae iw✓F`"'� 0 �0 rnrvy Salt,Morsh. wooded Are. £d a of Centerville River LDaBERMAN NEWBERG EXISTING SITE PLAN 1187 CRAIGVILLE BEACH RD Scale: 1" = 30'-0" ARCHITECTURE&INTERIORS CENTERVILLEr MA 02632 Date: 01/09/18 E t DECK 1/2 BATH w Y DINING ROOM r e CLOSETS BEDROOM o KITCHEN BEDROOM Oo BATH DN iflup BATH CLOSET BALCONY D�V - - - --- - - - - - - A O CLOSET SINK WATER CLOSET LIVING ROOM BEDROOM OPEN TO BELOW OPEN TO BELOW BEDROOM CLOSETS OPEN TO BELOW EXISTING FIRST FLOOR 2 EXISTING SECOND FLOOR SCALE: 1/8"=1'-0" LDaBERMAN-NEWBERG EXISTING MAIN HOUSE PLANS 1187 CRAIGVILLE BEACH RD Scale: 1/8" = 1'-0" A- 1 ARCHITECTURE&INTERIORS CENTERVILLE MA 02632 Date: 01/08/2018 i _ i J / -if If I COTTAGE TERRACE , ' / \ ^l. „ \ . _ /, .. ,is __ \ ,\ ':,\ ,, t _ , • \.... ! BOATHOUSE \ (SEE DWGA-3) Y, — -= - , / `• — — LDaBERMAN-NEWBERG EXISTING COTTAGE PLAN 1187 CRAIGVILLE BEACH RD Scale: 1/8" = T-0" ARCHITECTURE&INTERIORS CENTERVILLE MA 02632 Date: 01/08/18 A�2 . c \ I �•, �., .�,�� ter, I �. \ F I I1 \\.\ BOAT HOUSE BAR DOCK T \ \`I EXISTING ENTRY LANDING; - -------- l , LDaBERMAN-NEWBERG PROPOSED BOATHOUSE PLAN ll.7 CRAIGVILLE BEACH RD Scale: 1/8" = 1'-0" ARCHITECTURE&INTERIORS CENTERVILLE, MA 02632 Date: 01/8%18 A�3 - �x�ST WD DfitJC O u 77 .................... 3 K EXIST_ Ex►ST U v rw& "°'" 11-30W `—"T fir 110 cxw z WRw ff�OF05EV � VAc - Go�id�t�1S�R Loc�t LDaBERMAN-NEWBERG FIRST FLOOR DESIGN PROPOSAL ll 87 CRAIGVILLE BEACH RD Scale: 1/8" 1'-0" A�4 ARCHITECTURE&INTERIORS CENTERVILLE MA 02632 Date: 01/08/2018 y " 8bf�l � -mu F SiT7TN(r j A- E � � o EXIS��'• t�iAG�®iay �� L.A�rtD�ZY { LDaBERMAN-NEWBERG SECOND FLOOR DESIGN PROPOSAL 1187 CRAIGVILLE BEACH RD Scale: 1/8" = 1'-0" A�5 ARCHITECTURE&INTERIORS CENTERVILLE MA 02632 Date: 01/08/2018 - l F .i - D J � up FIRST FLOOR SECOND FLOOR LDaBERMAN NEWBERG PROPOSED NEW GARAGE/ EXERCISE ROOM 1187 CRAIGVILLE BEACH RD Scale: 1/8 1'-0" ARCHITECTURE&INTERIORS CENTERVILLE, MA 02632 Date: 01/09/18 I, d ASSESSORS REF.: ° Map 206, Parcel 050 -► OVERLAY DISTRICT: '• '• • •• ' � AP - Aquifer Protection District '� ° s� FLOOD ZONE: Zones AE Elev. 13' & AE Elev. 12' ' Community Panel No. #250001 0563 J July 16, 2014 LOCATION MAP REFERENCES: (1"=2000f') �— Deed Book 299191212 Plan Book 138/45 ZONE: LCP 12734 A Croigville Beach District Centerville River Pier Bo 915 Centerville River Book 9153 P. 160 & North Bank Plan Book 502 P. 49 Area (min) 87,120 SF Frontage (min) 125' Setbacks: Front 20' Side 15' Rear 15' DIRECTIONS: From Hyannis - Follow Main Street to the West End Rottory, Take Scudder Avenue to the stop sign, take a right onto Smith Street. Continue straight onto Craigville Beach Road. #1187 is on the left. If the gate is locked, pork in front and walk around the gate. i' i i f \ Salt Marsh i Solt Marsh S SEPTIC VARIENCES REQURIEDia _TION AREA , ,1(ii. °O BUFFER RESTORATION DECK & WALK 310 CMR 15.211- Setback Requirements �h W ELEVA i Ali _ BELO 465 SF T GRASS MIX `; �'- a RAN 25' From Coastal Bonk Required to Septic Tanks 1 q°� NEW GLAND -ALT TOLE RA FERN i i %•- ' - - - \ \ EN SWEET i..... \� 50' From Coastal Bonk Required to SAS — � 6 - 2 GAL. CLETHRA PROPOSED / , %,_.. - ,• --- _ 75' Required to Downhill Slope w 5 - 2 ELEVATED WALKWAY %J. '_y i Salt Marsh Town of Barnstable Chapter 360 Section 1 - Setback ��"' - M r Requirements p d i / w - % % q Salt Marsh L 100' Required to Coastal Bank Imo' • t % - .} t 1 Bo \ `\ i, i1� EXISTING SEPTIC /_ '�W© "»"�".'»c�. _ 1, �.\w`' � `, �` - � BE REMOVED - a ' �� u6 10+/- Provided O �S- �llkM VE /.. T ..� �. ........_. i , Cx L 13, 1»D e -� ,�_ � AE E =ANOPY D S / - _ O E 00 0 SED ,, Vo O -�'-- � TH=1, SE ---- .--..— _ t E A 3'X20) 'S � ADDITION `� qN - - EV IN •,EX.`,P - ,9- r� SSE _... � _� L 91 5X5) \ EG1 .,\ ..__ - I R © - S p E •l, PROpo OF CANOPY #1187 _-- - --G G o 1GA AGE "�� RO X16 -----t- ;, OS p X26 ) 5' BUFFER ZONE CALCULATIONS: �` \\ __ asem�nt EDD Sty f PO `' x l B�, / Guest — 8.7' ) w p SED C, (2 NF FF \ PROPOS ^ 0-50': House ra 4 _2 0,. BAY WINDOW CONDENSERS �ERED x.y �� 'y /yFNG<gN E p RFSTOR ` J Proposed Addition = +18 SF �\ �� ,, Porch TH-3 OPOS W� ORMER --_L �:r \ 76 \O 88 q oti P Proposed Bay Window = +9 SF `t ",. ,> a `,.,.� ! p ' R ' �.�, �� _ \ 2 qC( SrE:q Proposed Terrace - � �� �' L 2.2 �' <'� � v ��� ,�J+RRA (1'X9') � -- 1 ;� 19 `, ��. ;'- t .R'X.._._..._. PRO .OS r OIL:, O , Proposed Elevated Walk = +176 SF — OX PR01 :;': \ G M p �� \ - - R fl b 8 Meter tye� Nye FF �qs Proposed Stepping Stone Walkrn / QN S Mi w & Landscape Wall = +297 SFLn Proposed Garage = +760 SF _. i a. �, - "`_. --- ��06' ;' / UTILITIES SHOWN G - --- ' OOOSF X �, r Q ....... �bos ARE APPRO) - u _ Q� dll, u _ . Removed Garage = -536 SF UPGRADE RELOCATE iV N r G +._., Reconfigured Driveway - -753 SF , _.... _—'' AS�EQUIRED ®'.. .:" li, , _ Total - +337 SF _. ....- 0.6 ` ,•___ __.___ % _ % Gravel Drive , _ Mitigation Required = 337 SF X 4 = 1,348 SF Z° - '_.- ��- t Miti ation Provided = 1,353 SF S G' ----__ 9 ,S.. \ - l i, I o° :./ ..€X T ,= %PROPfl PElzST.LG i PROPOSED NE - --------- _ & 0 / Gravel Dr ---- --= - �` 1 TANK __ '�. ING STONE ^.._ STEPP - pSED' ,SEaG....,, ``�`. •�..�•- .�_ _._.. PROP OS ................... / WALKWAY � i e ---� 3.5 MNAVD D \ �\ \ - �I \ AX25RT REC... FILE j _ .�. •'�.,,,.-�_ _ __ PROP L 2 LANDSCA PE WA L Gate - tic / V 1 j �r� �Fq AE , Zone \., EEM /� /14 x ock Ve 7 6 `li' N �Ty�,E FivT .43' -- Effects EV 13' � ,\ � _ � sAll i Ail AE FEM e Wore Action \, � era o AiL Salt Marsh Wooded Area \ \ O Q Edge of Solt Marsh C 1. -� I l ,\If, I �P�ZH OF A44809 J HN C. G D U I ( y 0.48168 Centerville River 90,��FIST���� LEGEND: CDT Cedar Tree V HT Holly Tree NOTES: PREPARED FOR: PREPARED BY.- TITLE: Jennifer L. Newberg Tr. Site Plan DT Deciduous Tree A CT Coniferous Tree 1.) The structures shwn were located on the ground 1187 CBR Realty Trust Engineering & Prop os ed Improvements b conventional surveymethods on or between May Utility Pole 19, 2017 and June 3, 2017. 35 Berwick Road �� —E— Electric Sullivaii Consulting Inc. O 2.) The property line information shown hereon was � —G— Gas compiled from available record information. Newton, MA 02459 (508)428.33" • P.O.Box 659 • 7 Parker Road,Osterville, MA 02655 118 7 Cra ' gill a Beach Road Light Post f� wetland Flag seci@suilivanengin.com • www.suilivanengin.com � 3.) The datum used is NAVD 1988, based on an RTK /� ille � Bench Mark provided by Applied Coastal Research & ElCTRWHK Bams tep Centery MASS W CB/DH Engineering. 20 Q 10 20 40 80 Draft: CTR Field: I � ) ■ OHW— Overhead Wires 25---- Elevation Contour Review: CTRIJOD Comp.: CTR DATE: SCALE: _ p "= Project: 370007 Project ,� Berman February 12� 2018 1 20' g SEPTIC NOTES TEST HOLES Fllter Tank Dry Weight.950 lbs DESIGN DATA Design Notes PERFORMED BY:CHARLF,S ROWLAND,PE- SULLIVAN ENGINEERING AX25RT Treatment System - Gravity Discharge Single Family 1.LocationofUtilitiesShownonThisPlanAreApprox.AtLeast72Hours ESROWLINC. For residential strength waste up to 6 -5 Bedroom @ 110 GPD Prior to Any Excavation For This Project the Contractor Shall Make SOIL EVALUATOR CONSULTING,I 1. 102" - bedrooms. 3586 No Garbage Grinder the Required Notification to Dig Safe(1-888-344-7233)and contact g Sullivan Engineering&Consulting Inc.(508-428-3344). SEPTEMBER 18,2017 Installation to be perfo,Tnerl by an AdvanTex Total Daily Flow=550 GPD - - - -- 4arhori ed Installer only. 2.The Contractor is Required to Secure Appropriate Permits From Town SEPTIC TANK Agencies For Construction Defined by This Plan. 6111 n z Vent Starr-up and scee to be pe,formed by an 3. Wherever Sewer Lines Must Cross Water Supply Lines Both Lines Shall Final AdvanTex Authorized Service Provider only. Use a 1500 Gal Septic Tank Discharge Be Constructed of Class 150 Pressure Pipe and Shall be Water Tested to TEST HOLE - 1 EL. 11.5 TEST HOLE -2 EL.8.5 TEST HOLE-3 EL. 11.0 Assure Watertightness. In General, Water Lines Shall be Constructed in O/A LAYER IOYR 312 O/A LAYER 10YR 312 O/A LAYER 10YR 312 SECONDARY TREATMENT Coordination With COMM Water,and Shall be in Accordance VERY DARK GRAYISH BROWN VERY DART'`GRAYISH BROWN .VERY DARK GRAYiSHBROWN. Infer_ O Orenco Advan Tex With 248 CMR 1.00-7.00&310 CMR 15.00. 2" SANDY LOAM 11.3 12 SANDYLOAM 7.5 12" SANDYLOAM 10.0 o 62" Treatment Unit Recommendations For 5 Bedroom 4.A Minimum of 9"of Cover is Required for All Components. Bw LAYER 10YR 616 Bw LAYER lOYR 6/6 Bw LAYER lOYR 616 Recite Pump Vault 1 eriComrnr' AX25-RT 5.All Structures Buried Three I Feet or More or Subject .BROWNISH YELLOW BROWNISH YELLOW BROWNISH YELLOW � Control Panel to Vehicular Traffic to be H-20 Loading.It is the Engineer's 44 LOAMY SAND . 7.8 32 LOAMY SAND 5.8 30" LOAMY SAND 8.5 Control Panel Detail LEACHING AREA Recommendation that H-20 Always be Used. C LAYER IOYR 712 C LAYER 10YR 712 C LAYER IOYR 712 6.See Advan Tex Details for recommended covers on tanks. Provide risers LIGHT GRAY LIGHT GRAY LIGHT GRA Y Not To Scale 550 GPD/0.74(LTAR)=743 SF Required Splice Box and cover to within 6"of fmished grade over d-box. M-FINE SAND M-FINE SAND M-FINE SAND Infiltrator Quick4 Standard 7.Septic System to be Installed in Accordance With 310 CMR 15.00& ......_....._....--................ ......-----..._.............. - -- Effective Leaching Area For Trench Design=6.96 SF/LF 248 CAI1.00-7.00 Latest Revision and the Town ofBarnstable Discharge Board of Health Regulations. GROUNDWATER GROUNDWATER Liquid Level GROUNDWATER PERIGROUNDWATER 743 SF/6.96 SF/LF=106.8 LF Required 8.All Piping to be Sch.40 PVC. Invert 9 MONITORING WELL (35"from Bottom 9.D-Box Shall Have a Minimum Inside Dimension of 12",and a Minimum *Primary Tank- Top View AX25 800 gal. Recirc. Tank- Top View of Tank) 3 Trenches @ 36 LFProvided=108 LF(751 SF) Sump of 6". 10. The Separation Distance Between the Septic Tank Inlets and Discharge Detail Outlets Shall be No Less than the Liquid Depth.Inlet Tees Shall Extend Not To Scale a Minimum of 10"Below the Flow Line.Outlet Tees Shall Extend 14" *WITNESSED PERC TEST Below the Flow Line,and Shall be Equipped With a Gas Baffle. REQUIRED AT TIME OF Orenco 24"0 PVC Optional 1"nick Insulation Vent Access Riser(s)with For Cold Weather Applications Flow Control ��r'r Slope to drain away from lid 24"O Gasketed Lid Splice Box INSTALL Disk with Orifice �- Installed Here PRTA Tank Adapter To Septic Tank or First Compartment of Processing Tank Inlet � -- Discharge Hi h Level Alarm (see detail) H1 Final Recirc. High Level Discharge Override F.F. El. 15.50 72" Return..._. Valve Redundant Provide ] ! Low Level Ala I 46" Biotube•EffluentFilter 1 Pauu�p 42.5 41 0 32.5"Extertor/nvert EL. 13 11 58 See Note 6 (typ.) F.G. El. 11 Ports Ion Model FTSO444-36Vor 1 30" 28„ (35"is Actual Invert Model FTW0444-36Vor I i Recirc. Recite. of Outlet,see detail) 1 i Model FT0822-14B Blend 18" Filtrate I ! � � I Recirc. - Flow Required Transfer 9.80 -- 9 Orenco Recirc. EL. 12.10 g Existing Grade (typ) Line Pump System Installer To J.55 9.42 0.21" Confirm Prior 1500 Gal. Orenco Ad von Tex *Primary Tank- Side View AX25 800 gal. Recirc. Tank- Side View Discharge Chamber - End View To Any Work Infiltrator IM1530 Axes Recirc rank 8.17 Plastic Tank 8.50 D-Box EL. 8.00 EL. 7.18 EL. 7.00 •1,250 Gallons minimum capacity for 5 bedrooms Copyright@ 2013 1,500 Gallons minimum capacity for 6 bedrooms. Orenco Systems-, Inc. UNAUTHORIZED CHANGES 8 USES Drawn By: BEN SMITH Project: Scale: P=2'-0' Orenco has prepared these drawings for use by the design ■Orenco SysftivWIncoiporalbed AX25RT Mode 3A g. engineer. Orenco will not be responsible or liable for unauthorized PRODUCT CONFIGURATION DRAWINGS Drawn For: Bedding,"T"S, changes to or uses of these drawings. All changes to these Qttt{ Me WRytheWami Dow WislrwxAw6 Sheet: 1 OF I Inspection Port, drawings must be made in writing and must be approved by the TO Be Installed On & Baffels design engineer. Title: NDW-ATX-RT-STD-24 Rev:A-02 Date: 4/12/2013 as Per Title s a e ompac e ase DEVELOPED PROFILE OF SYSTEM High Groundwater EL. 1.5 NOT TO SCALE Per Test Monitoring Well LIFTING LUG(TYP.) RISER CONNECTION(TYP.) LIFTINGSTRAP(TYP.) B ACCESS PORT RIM 1s[ae] INFILTRATOR WATER TECHNOLOGIES INFILTRATOR WATER TECHKOLOGIES - CONTINUOUS LID CONTINUOUS QUICK4 STANDARD CHAMBER A o 0 o A' ELASTOMERIC TANK TOP GASKET QUICK4 STANDARD CHAMBER ALF GASKET PRODUCT SPECIFICATIONS TYPICAL TRENCH DETAIL r . TANK r O O O INTERIOR SEAM CLIP (NOT TO SCALE) - ° b - bR;dR INLET i (86) SECTION VIEW ° O O O ° WDTH TANK TEE ALIGNMENT (NOT TO SCALE) r INTERIOR DOWEL(46) TANK BOTTOM HALF 0 0 QP PIPE PENETRATION SECTION DETAIL ®MID-HEIGHT SEAM SECTION DETAIL QUICK4 STANDARD MULTIPORT END CAP B' TOP VIEW 175.6[4,4601 EXTERIOR LENGTH INSPECTION PORT TOP VIEW TANK EXTERIOR a LIQUID 175.6 LENGTH DEPTH 1.118 TOTAL CAPACITY 1,765 GAL 6,681 WIDTH 61.7 41,567 3.0 [76] 1,509 GAL 5,712 O O HEIGHT 54.5 1,384 FREEBOARD 10.1 257 WORKING VOLUME L NATIVE BACKFILL TOPSOIL 0 24.0[610]ACCESS PORT o a O 4 WITH LOCKING LID( ) r li PVC OR ABS OUTLET TEE INLET TEE 10.1[257]FREEBOARD 0 4 I[102] (TYP.) PVC OR ABS o 0 8" INVERT OUTLET TEE INLET - 16.9% AIR SPACE - 16" 12" COVER OUTLET a 10" fib°) 12 ADVANTEX °'n1aEssL 54.5 " u uD DETAILS MRS, FIBER- 53" 12" 2[51]X 2[51] GLASS T 12" °En FIBERGLASS ® SEAM CLIP SUPPORT 4 SUPPORT (TYP.) INVERT P'> SIDE VIEW END VIEW w (TYP.) 34" LIFTING STRAP 48„ (TYP.) 11.5" OUTLET END* SECTION A-A' END VIEW SECTION B-B' (EFFECTIVE LENGTH) (EFFECTIVE LENGTH) - 34" - SPACING PER CODE 34" e ® ® 15" INLET END* (36"WIDE TRENCH) 12 (EFFECTIVE LENGTH) NOTES: ISOMETRIC 1. ALL DRAWING DIMENSIONS IN INCHES[MILLIMETERS]OR AS NOTED. ° VIEW 2. EXTERIOR OF ACCESS OPENING LID INCLUDES THE FOLLOWING WARNING IN ENGLISH, o o FRENCH&SPANISH:"DANGER DO NOT ENTER:POISON GASES." ° INFILTRATOR r 3. TANK MARKINGS WILL INCLUDE:MANUFACTURER NAME,MODEL NUMBER,LIQUID ® o 34 INFILTRATOR` a "�'"`�`°" '°�'""CAPACITY,DATE OF MANUFACTURE,MAXIMUM BURIAL DEPTH,INLET,AND OUTLET. ° INFILTRATOR°INFILTRATOR WATER TECHNOLOGIES _ LENGTH AND NUMBER OF TRENCHES DETERMINED BY DESIGN. 4. THE TANK MAY BE BACKFILLED WITH SUITABLE NATIVE SOIL.SEE INSTALLATION ° o INFILTRATOR WATER TECHNOLOGIES 0 4 Business Park Rd.Old Saybrook,CT 06475 t INSTRUCTIONS FOR GUIDANCE.IF THE NATIVE SOIL DOES NOT MEET THE INSTALLATION (800)221-4436 4 Business Park Rd.Old Saybrook,CT 06475 INFILTRATOR WATER TECHNOLOGIES s INSTRUCTIONS GUIDANCE THEN BACKFILLING WITH SELECT MATERIAL WILL BE REQUIRED. ° (800)221-4436 4 Business Park Rd.Old Saybrook,CT 06475 z 5. MAXIMUM BURIAL DEPTH IS 48 in[1,219 mm]. o ° ° * �N OF Ilq (eoo)2z1�436 6. MINIMUM BURIAL DEPTH IS 6 in[152 mm]. SIDE INLET/ ° 1-Compartment Se tic/Pump Tank Configuration ALL VIEWS INSTALLED LENGTH. QUICK4 STANDARD CHAMBER ASr9n p 7. TANK IS FOR NON-TRAFFIC APPLICATIONS. OUTLET(TYP.) p PRODUCT SPECIFICATIONS � - QUICK4 STANDARD CHAMBER a 8. AIRSPACE IS 16.9%. :` TYPICAL TRENCH DETAIL 9. OUTLET TEE IS COMPATIBLE WITH AN EFFLUENT FILTER. , ° Drawnby: JLB Date: 1 0109/2 01 3 Draw by: EMB Date: 05/21/2015 "' ^a SECTION VIEW u U an 10. LENGTH TO WIDTH RATIO IS 2.8:1 (175.6-INCH LENGTH/61.7-INCH WIDTH=2.8). Scale:NOT co SCALE Checked by:DJL Sheet: 1 of 1 O SCak':NOT TO SCALE CheCked by: DFH Sheet: 1 of 1 -- Drawn by: EMB Date: 05/21/2015 •� v �' Scale:NOT TO SCALE Checked by: DFH Sheet: I of 1 NOTES: PREPARED FOR: Jennifer L. Newberg PREPARED BY: TI TLE:Tr. Site Plan 1187 CBR Realty Trust Engineering & Proposed Improvements 35 Berwick Road ullivanConsulting, Inc. At � 0 Newton, MA 02459 1187 Craialville Beach Road (508)428-3344 P.O. Box 659 7 Parker Road,Osterville, MA 02655 seciQsullivanengin.com • www.suilivanengin.com Bamstab7eCenterville Mass- 20 0 10 20 40 80 Draft: CTR Field: CTR/WHK ) �-L] Review: CTR/JOD Comp.: CTR DATE: SCALE: v=j Project: 370007 Project # Berm on February 1-1 2, 2018 ASSESSORS REF: Map 206, Parcel 050 OVERLAY DISTRICT. AP Aquifer Protection District FLOOD ZONE: Zones AE Elev. 13' & AE Elev. 12' Community Panel No. %g #250001 0563 J July 16, 2014 LOCATION MAP REFERENCES: (1"=2000±') Deed Book 29919 12 Plan Book 138145 ZONE: LCP 12734 A Craigville Beach District Centerville iver Pier Lic. #J680 Centerville River Book 9153 P. 160 & North Bank Plan Book 502 P. 49 Area (min) 87,120 SF Frontage (min) 125' Setbacks: Front 20' Side 15' Rear 15' DIRECTIONS: From Hyannis - Follow Main Street to the West End Rottary, Take Scudder Avenue to the stop sign, take a right onto Smith Street. Continue straight onto Craigville Beach Road. #1187 is on the left. If the gate is locked, park in front and walk around the gate. SEPTIC VARIANCES,R,EQURIED 310 CMR 15.211- Setback Requirements Salt Marsh 25' From Coastal Bonk Required to Septic Tanks 10' Provided to Ejector Pump (15' Variance) 10' Provided to Septic Tank (15" Variance) Salt Marsh 10' Provided to AdvanTex (15' Variance) X 18' Provided to D-Box (7' Variance) JL / Q;1 50' From Coastal Bank Required to SAS CIO 10, Provided (40' Variance) 'ORATION AREA Ath BUFFER REST I)ECK ,& WALK ELEVATED ------------- 15' Required to Downhill Slope 13ELO' 465 SF J%L 10' Provided (5' Variance) 41b ERANT GRASS MIX 1LI-I-, SALT TOL FERN NEW ENGLAN E)2 GAL. SWEET RA OpOSED Town of Barnstable Chapter 360 Section 1 Setback Requirements 6 5 2 GAL. CLETH PR ELEVATED 100' Required to Coastal Bank WALKWAY Salt Marsh 10' Provided to Ejector Pump (90' Variance) 10' Provided to Septic Tank (90' Variance) Soft Marsh Lei, 10' Provided to AdvanTex (90' Variance) 18' Provided to D-Box (82',Variance) 10' Provided to S.A.S. (90' Variance) 'kill C, ,O\ :)TIC @ EXISTING SEI TO BE REMOVED D S RopoSE. 121� SED 5F—CANU, PRUru ST A 47 (3'X�0') ADDITION IN X-7 (5'X5') E Got, ... ....... ...... 1% X/ PROPOSED #1187 ��oroFR,��POSE.E�V OloF CANur G Aut </ ,I POS D ,) '� IX16' )2 Sty w1f (2 2 6 BUFFER ZONE CALCULATIONS: Dwelling PROPOSED Guest 7' House PROPOSED SERS vr_ WINL)Vvv UU14—- I VC4 r73 E3A D/ 0-50' POS 0 ?6011�q�X' ORMLK Proposed Addition Porch ati TH-3 PR� 'S" +18 SF RRA (I-xv 4,?, Proposed Boy Window = +9 SF 2.2 1xi 9 ..................... ——---- _4 S Proposed Terrace +366 SF 0 ('44 -kve 7AI,,. Proposed Elevated Walk = +176 SF B0 Meter vv,eW /Itl q 4_1 ed Stepping Stone Walk PH TO 'oo Ln Propo __S 03 & Landscape, Wall +297.SF C:3 U TIL I TIES SH W Proposed Garage = +760 SF CZ �Z _N AREAF %ALI -- ----- UPGRADE Removed Garage = -5,36 SF OPOSED 1XI RELOCATE Reconfigured Driveway -75J SF KAYAK ....... ........ 0. J?ACK Total = +337 SF Gravel Drive 2-- Mitigation Required = JJ7 SF X 4 1,348 SF Mitigation Provided = 1,353 SF , T -PR ___)OpOSED EX PR E--J x A4 A40g, STEPPING STON & , - — - _T X_,��I,_ "- F vel Drive AD\t - --- WT '� �NA VD - Gro (5 Al,- �jj�R 411V4 pRopoSED At& A. _��LANDSCAPE WALL 2 ____ 'I-, Gate b 12, AE ELE .Zone 0 Olx . . . . . . . rEMA /16/14 , Effec X ack tive 7 AL .43' CL6V 13 Z__ ALI \kill on FE A oVe Act' X-1 era e 0 0 A—I ik LI Solt Marsh L( Wooded Area Aj 0 0i dge of Solt. Morsh A: OF to,4 C YDEA V11 Centerville Iver LEGEND: —0,31-08118 CDT Cedar Tree REVISIONt- Add Kayak Rock, Adjust Terrace, Add Driveway Swoles 0 HT Holly Tree NOTES: PREPARED FOR: PREPARED BY. T/TL E. Site E)I^n DT Deciduous Tree Jennifer L. Newberg Tr. A 1.) The structures shown were located on the ground 0 CT Coniferous Tree by conventional survey methods on or between May 1187 CBR Reolty Trust Proposed. ImprovuemenTs 19, 2017 and June 3, 2017. Engineering & c-o_) Utility Pole 35 Berwick Rood —E— Electric 2.) The property line information shown hereon was u livan consulting, Inc At —G— Gas compiled from available record information. Newton, MA 02459 (508)428-3344 RO. Box 659 - 7 Parker I Road,Osterville, MA 02655 118 7 Cral , ,ville Beach Road fi�:- Wetland Flog secl@sullivanengin.com www.suilivanengin.com 3.) The datum used is NAVD 1988, based on on RTK Light Post Bench Mork provided by Applied Coastal Research & Engineering. Dro ft: C TR Field: CTRIWHK LQ 0 CBIDH 20 0 10 20 40 80 Bams (Centerville) Mass. Lij OHW-1 Overhead Wires 60, ro, r4 Review: CTRIJOD Comp.: C TR DA TE. SCALE: U) —25— Elevation Contour JC3, Im 111111111111111114 Project: 370007 Project February 12Y 2018 1 7=20' # Berman Filter Tank Dry Weight.950lbs DESIGN DATA SEPTIC NOTES TEST HOLES ± Des1 Notes . . . PERFORMED BY:CHARLES ROWLAND,PE- SULLIVAN ENGINEERING �+ � -..-- ..--.. --- 1-Location of Utilities Shown on This Plan Are Approx.At Least 72 Hours ®, Treatment System - Gravity ` ischae ` e SingleFamilY &CONSULTING,INC. �� e j Pnor to An Excavation For This Project the Contractor Shall Make For residential strength waste up to 6 =5 Bedroom @ 110 GPD Y � SOIL EVALUATOR NO.13586 102„ bedrooms. No Garbage Grinder the Required Notification to Dig Safe(1-888-344-7233)and contact -- SEPTEMBER 18,2017 Installation to be performed by an AdvanTex Total Daily Flow=550 GPD Sullivan Engineering&Consulting Inc,(508-428-3344). P Z.The Contractor is Required to Secure Appropriate Permits From Town -------_- Authorized Installer only. q EPTI T Agencies For Construction Defined by This Plan. Vent Start-up and service to be performed by an C A W 3.Wherever Sewer Lines Must Cross Water Supply Lines Both Lines Shall Final AdvanTex Authorized Service Provider only. Use a 1500 Gal Septic Tank Discharge Be Constructed of Class 150 Pressure Pipe and shall be Water Tested to TEST HOLE 1 EL. 11.5 TEST HOLE -2 EL.8:5 TEST HOLE 3 EL. 11.0 g _ .. Assure Watertightness.7n General,Water Lines Shall be Constructed m O/.A LAYER lOYR 3/2........ O/A LATER 10YR 3/2. O/A LATER 10YR 3/2 SECONDARY TREATMENT _ Coordination With COMM Water,and Shall be in Accordance VERY.DARK GRAYISH BROWN.. VERYDARK GRAYISH BROWN... VERY.DAR I., GRAYISH BROWN Orenco AdvanTex With 248 CAM 1.00 00& O CNIR 15 00 7. 3 1 Z SANDYLOAM .... 11.3 I2 NDYL. ........... SAOAM_ 7.5 12 .. .... .. ..SANDYLOAM............. 10.0 Inlet O Treatment Unit Recommendations For 5 Bedroom • , " � _ _ , „ 4.AMmimum of9 of Cover is Required for All Components. Bw.LAY.ER.iOI'R 6/6.. .... ...... R.i.0YR.6L6......... _ .....BwLAYER iOYR 6/6 o I 62 3 Recirc Pump AX25 RT 5.All structures Burred Three Feet"or More or Subject B 173 Vault VertContme J ,. ROWNISH YELLOW......... BROWNISH YELLOW .. BROWNS .YELLOW. ...... to Vehicular Traffic to be H-20 Loading.It is the Engineer's , ] Control Panel 44 L.OAMY SAND.. ..... .. 7.8 32 .... ._.. .LOAMY SAND.........:.. 5.8 30 ,LOAMY SAND. 8.5 Control Panel Detail LEACHING AREA Recommendation that H-20 Always be Used. C LAYER 10YR 712 C LAYER 10YR 712 C LAYER 10YR 7/2 . 6.See AdvanTex Details for recommended covers on tanks. Provide risers Y LIGHT RAY I Not To Scale 550 GPD/0.74(LTAR)=743 SF Requited LIGHT GRAY LIGHT GRA G G Splice Box and cover to within 6"of finished de over d-box. M-FINE SAND M--FINE SAND M-FINE SAND P 1� Infiltrator tzuick4 Standard p Y 7.Septic System to be Installed in Accordance With 310 CAM 15.00& Effective Leaching Area For Trench Design=6.96 SF/LF 248 CMR 1.00-ZOO Latest Revision and the Town ofBarnstable g G TER ►-Discharge Board of Health Regulations. ROUNDWATER GROUND WA GROUNDWATER EL. 1.5 . PER GROUNDWATER Liquid Level = 8.All Piping to be Sch.40 PVC. Invert 743.SF/6.96 SF/LF 106.8 LF Requimd MONITORING WELL (35"from Bottom 9.D-Box Shall Have a Minimum Inside Dimension of 12",and a Minimum *Primary Tank- Top View AX25 800 al. Recirc. Tank- Top View ofnk 3 Trenches @ 36 IF Provided=108 LF(751 SF) Sump of 6'L g ra ) 10.The Separation Distance Between the Septic Tank Inlets and Discharge Detail Outlets Shall be No Less than the Liquid Depth.Inlet Tees Shall Extend Not To scale a Minimum of l0"Below the Flow Line.Outlet Tees Shall Extend 14" *WITNESSED PERC TEST Below the Flow Line,and Shall be Equipped With a Gas Baffle. 7 orenco 24"PI PVC Optional 1^Thicklnsulation Venn REQUIRED AT TIME OF Access Riser(s)with For Cold Weather Applications Flow Control Slope to drain away from lid 24"O Gasketed Lid Splice Box INSTALL �''L ...--- Disk with Orifice Installed Here r :• o- _ PRTA Tank To Septic Tank or Adapter First Compartment of Processing Tank Inlet --------� .. _...._ _ _ Discharge " High Level Alarm (see detail) I Final Recirc. High Levee Discharge 1 72" -- Return Override F F. El: 15.50 1 Valve Redundant Pro vide I Low � o Level Al Inspection 46^ EL. 13 Ports Pump 42.5 41 ^ 11.58 See Note 6 �tYP:� Biotube EBluent Filter Vault ® 32.5 Exterior Invert F.G. El. 11 Model FTS0444-36V or 30„ (35"is Actual Invert 28 . I Model FTW0444-36V or Recirc. Rectrc. of Outlet,see detail) Model FT0822-14B !! Blend 18" Filtrate I l I I � Flow Equilizers I Recirc. �L = As Required 9.80 q Existing Grade Transfer Orenco Recirc. EL 12.10 � F1 . Line Pump um System 9.42 _.._._.__..._-_ 0.21" P y Installer To 9.55 (ryp) 1500 Gal. Orenco AdvanTex • Con firm.'Prior _ To An Work Infiltrator IM1530 AX25 Recirc Tank 8.17 Primary Tank- Side View AX25 800 gal. Recirc. Tank Side View Discharge Chamber End View y Plastic rank 8.50 D-Box EL 8.00 EL. 7.18 EL: 7.00 *1250 Gallons minimum ca act or 5 bedrooms Copyright©2013 P LJ f 1,500 Gallons minimum capacity for 6 bedrooms. Orenco Systems•, Inc. USES Drawn B : BEN SMITH Project: Scale:; I'=Z'-O' UNAUTHORIZED CHANGES 8 U Y Mode ,,1 Orenco hasprepared these drawings for use by the design ,� I AX25RT Mode 3A ♦ Bedding,»T„s engineer. Orenco will not be responsible or liable for unauthorized PRODUCT CONFIGURATION DRAWINGS . yi Drawn'For: Sheet: I OF changes to or uses of these drawings. Ail changes to these. _ me Wn &-,WCI i - _ - �] g � P Inspection BaffePort, � drawings must be made in writing and must be approved by the - Title: N�W-ATX-RT-STD-24 ReV:.Q-OZ DOtB:'4/ZZ�Z�I3 - " To Be Installed On design engineer. - a e Ompoc e ase as Per Title 5 Ln DEVELOPED PR FILE F (�Y !TEM ® O V V High Groundwater T T A C EL. 1.5 NOT;1 O SCALE Per Test Monitoring Well f r LIFTING LUG(TYP.) RISER CONNECTION(TYP.) LIFTING STRAP(TYP.) B ACCESS PORTFu'M INFILTRATOR WATER TECHNOLOGIES INFILTRATOR WATER TECHNOLOGIES CONTINUOUS LID CONTINUOUS C+ A CHAMBER H/� - : TANK TOP QUICK4 STANDARD 1t1-1t1MBER ° M ELASTOMERIC QUICK4 STANDARD CHAMBER A , • o A ELASTGASKET HALF o GASKET PRODUCT SPECIFICATIONS TYPICAL TRENCH DETAIL , . TANK %�'' o o o �. . (NOT TO SCALE) ° ° 61.7 INTERIOR SEAM CLIP - SECTION C A I VIEW , �/�� o a a o b r,� o ca 15617 INLET ; (86) J E TIT I O I V V I E V V ° EIx �R TEE ALIGNMENT NOT TO SCALE O O O TANK DOWEL(46) TANK BOTTOM p INTERIOR HALF o o ©PIPE PENETRATION SECTION DETAIL �MID HEIGHT SEAM SECTION DETAIL QUICK4 STANDARD MULTIPORT END CAP ° TOP VIE W B . 175.6[4,4601 EXTERIOR LENGTH INSPECTION PORT TOP VIEW TANK EXTERIOR LIQUID 4 R LENGTH DEPTH 1,118 TOTAL CAPACITY 1,765 GAL 6,681 4,460 3.0 [76] L o 0 0 o NATIVE BACKFILL TOPSOIL WIDTH 61.7 1,367 1,509 GAL 5,712 R 2 HEIGHT 4.5 1,384 FREEBOARD 10.1 257 WORKING VOLUME L 0 24.0[610]ACCESS PORT o o O �IAli h 04[1021 WITH LOCKING LID(3) 1 PVC OR ABS OUTLET TEE 10.1 12571 FREEBOARD 04[102] C' C• '8 INVERT INLET TEE (TYP.) O �O PVC DR ABS OUTLETTEE 16„ :. 12" COVER INLET 1 6 99 AIR SPACE OUTLET ^ a.o SEE ® 0 (761 12 , a 1 ADV TEX o. IWIEs ,5,45 DET S EEIGHr� FIBER- 53„ g 44.8 GLASS 12" 12„ N 4iand 2[511 X 2[51] S °z oEPn SEAM CLIP SUPPORT 8" INVERT FIBERGLASS (TYP.) � SUPPORT SIDE VIEW END VIEMV (TYP.) w 34" ' LIFTING STRAP 48» (TYP.) 11.5" OUTLET END* (EFFECTIVE LENGTH) (EFFECTIVE LENGTH) SECTION A-A' END VIEW SECTION B-B' 34" SPACING PER CODE 34" e ® ® ® 15" INLET END* (36"WIDE TRENCH) ® 0 12" (EFFECTIVE LENGTH) a NOTES: p ° ISOMETRIC ,., 1. ALL DRAWING DIMENSIONS IN INCHES[MILLIMETERS]OR AS NOTED. VIEW o 2. EXTERIOR OF ACCESS OPENING LID INCLUDES THE FOLLOWING WARNING IN ENGLISH, o FRENCH&SPANISH:"DANGER DO NOT ENTER:POISON GASES." ° INFILTRATOR` 3. TANK MARKINGS WILL INCLUDE:MANUFACTURER NAME,MODEL NUMBER,LIQUID ° e oPertech a@ gies 34" INFILTRATOR" CAPACITY,DATE OF MANUFACTURE,MAXIMUM BURIAL DEPTH,INLET,AND OUTLET. ° ° _ weaertecn t gte� o � INFILTRATOR WATER TECHNOLOGIES INFILTRATOR` t water tochrual agle. 4. THE TANK MAY BEBACKFILLEDWITHSUITABLENATIVESOIL.SEEINSTALLATION INFILTRATOR WATER TECHNOLOGIES LENGTH AND NUMBER OF TRENCHES DETERMINED BY DESIGN. H o 4 Business Park Rd.00)Old Saybrook,CT 06475 4 Business Park Rd.Old Saybrook, H INSTRUCTIONS FOR GUIDANCE.IF THE NATIVE SOIL DOES NOT MEET THE INSTALLATION (800)221-4436 CT 06475 ;....�-," INFILTRATOR WATER TECHNOLOGIES INSTRUCTIONS GUIDANCE THEN BACKFILLING WITH SELECT MATERIAL WILL BE REQUIRED. ° d ° ° (800)221-4436 .'a 800 221-4436 " `{p t)y,�<�"�,» 4 Business Park Rd.Old Saybrook,CT 06475 4 t `� ( ) *ALL VIEWS = INSTALLED LENGTH. z 5. MAXIMUM BURIAL DEPTH.IS 48 in[1,219 min]. IM-1530 QUICK4 STANDARD CHAMBER �� 6. MINIMUM BURIAL DEPTH IS 6 in[152 mm]. SIDE WEFT! ° ° 1-Compartment Septic/Pump Tank Configuration � �IC'1� i Cm �> QUICK4 STANDARD CHAMBER ° 7. TANK IS FOR NON-TRAFFIC APPLICATIONS. OUTLET(TYP.) PRODUCT SPECIFICATIONS � �''L''/' � TYPICAL TRENCH DETAIL 0 8. AIRSPACE IS 16.9%. o Drawn by: JLB Date: 1 010 9/20 1 3 9. OUTLET TEE IS COMPATIBLE WITH AN EFFLUENT FILTER. ` . Drawn by: EMB Date: 05/21/2015 �� ; 1 SECTION VIEW W DTH=2.8. Scale:NOTTOSCALE Checked b:DJL Sheet: 1 of 1 160 v 10. LENGTH TO WIDTH RATIO IS 2.8.1(175.6-INCH LENGTH/61.7-INCH I ) Y Scale:NOTTO$CALE Checked by: DFH Sheet: 1 of 1 Drawn by; EMB Date: 05/21/2015 GIST 44� Sods:NOT TO SCALE Checkedb: DFH Sheet 1 of 1 /ONAI NOTES: PREPARED FOR: PREPARED BY. TITLE: Jennifer L. Newberg r. Site Plan T 1187 CBR Real t Trust y Engineering Proposed Improvements 35 Berwick Road o osultng, Inc. Newton, I Vl A 02459 (508)428.3344 • P.O. Box 659 . 7 Parker Road,Osterville,MA 02655 a . ^ Road seci sullivanen in.com • www.sullivanen in.com 118 7 Crai "' Ville each C� S s Draft .CTR Field: Bamstabl&- Centerville ass. W 20 0 10 20 40 80CTR WHKL.L1 Review: CTR/JOD comp.: CTR DATE: SCALE: _ P C � 77771 Project: 370007 Project Berman February 12, 2018 J 1 #