Loading...
HomeMy WebLinkAbout0910 MAIN STREET (COTUIT) - Health YhGu n � ree,� y ' Town of Barnstable Board .of Health 'n �' 200 Main Street;Hyannis MA 02601 639. Office: 508-862-4644 John Norman,Chairrman FAX: 508-790-6304 F.P.(Thomas)Lee,P.E. Donald A.Guadagnoli,M.D Daniel Luczkow,M.D.AI March 4, 2022 Mr. Daniel A. Ojala, P.E., P.L.S. Down Cape Engineering' 939 Main Street, Route 6A Yarmouth Port, MA 02675 i RE:. 910 Main Street; Cottait. A. :035 090 Dear Mr. Ojala, You are granted variances on behalf of your client, Donald MacKinnon Trustee of MCCM Realty Trust, toy construct an onsite sewage disposal system utilizing a NitROE secondary treatment unit with advanced nitrogen reduction technology at 910 Main Street, Cotuit,'Massachusetts. The following variances;were granted: Section 360-1 of the Town of Barnstable Code: To install a septic tank 76.8 feet away from a coastal bank, in lieu of the 100 feet minimum separation distance required. Section 360-1 of the Town of Barnstable Code: To install a soil absorption system 73.9 feet away from a coastal bank, in lieu of the 100 feet minimum separation distance required. These variances were granted because the physical constraints at the site severely restrict the location of the septic system components due to wetlands and coastal bank in the area. I You are reminded the following requirements are provided within the MA Department of Environmental Protection (DEP) Provisional Use Approval Renewal letter for this particular technology, dated May 12, 2020: (1) Thirty (30) day I s prior to submitting an application for a DSCP, the Company or its representative shall provide to the Approving Authority a Q:WP\Ojala 910 Main Street Cotuit Variances&NITROE Appoval Sept 2021.docx certification, signed by the owner of record for the property to be served by the unit, stating that the property owner: a) has been provided a copy of the Provisional Use Approval and all attachments and agrees to comply with all terms and conditions; b) has been informed of all the owner's costs associated with the operation including power consumption, maintenance, sampling, recordkeeping, reporting, and equipment replacement; KleanTu NitROE 2K Provisional Approval, May 2020 Page 11 of 15 Technology: NitROE® 2KS & 2KM VWVTS c) understands the requirement for a contract with a company approved operator and has been provided a current list of all approved operators; d) agrees to fulfill his responsibilities to provide a Deed Notice as required by 310 CMR 15.287(10) and the Approval; and e) agrees to fulfill his responsibilities to provide written notification of the Approval conditions to any new owner, as required by 310 CMR 15.287+(5). (2) Prior to the issuance of a Certificate of Compliance by the Approving Authority: a) In accordance with 310 CMR 15.021(3), the System Installer and Designer must certify in writing that the System has been constructed in compliance with 310 CMR 15.000, the approved design plans, and all local requirements, including any local approving authority site-specific requirements; (3) Prior to issuance of the Certificate of Compliance and after recording and/or registering the Deed Notice required by 310 CMR15.287(10), the System Owner shall submit the following to the Local Approving Authority: (i) a certified Registry copy of the Notice bearing the book and page/or document number; and (ii) if the property is unregistered land, a Registry copy of the System Owner's deed to the property, bearing a marginal reference on the System Owner's deed to the property. The Notice to be recorded shall be in the form of the Notice provided by the Department (4) Prior to the use of the System, the System Owner shall enter into an O&M Agreement with a qualified contractor and submit the Agreement to the Approving Authority and the Company. The Agreement shall be at least for one year. (5) The wastewater+effluent shall be sampled and analyzed/tested quarterly if this facility is utilized year-round. Sampling shall include pH, BOD5, TSS and Total Nitrogen, unless otherwise stated. Flow shall be recorded at each inspection. (Note: a) Year-round facilities shall be inspected and effluent sampled quarterly; b) Seasonal properties shall be inspected and effluent sampled a minimum of twice per year,with at least one annual sample taken 30 to 60 days after seasonal occupancy and a second sample taken no less than 2 months after the first sample; and c) After 12 rounds of monitoring, sampling may be reduced to TN only quarterly. Reduced sampling shall also include Field Testing of System wastewater when determined necessary by the operator, see DEP Field Testing Protocol at http://www.mass.gov/eea/docs/dep/water/laws/i-thru-z/testsamp.pdfl i i Q:WP\Ojala 910 Main Street cotuit Variances&NITROE Appoval Sept 2021.docx Y (6) A copy of the wastewater analyses, wastewater flow data, field testing results, and System Operator O&M reports and inspection checklists shall be maintained by the Company. It is recommended the System Owner also maintain copies of these items. The above list is not all inclusive; all of the other requirements listed in the MA Department of Environmental Protection (DEP) Provisional Use Approval Renewal letter to KleanTu LLC dated May 12, 2020 need to be adhered to. ours Sincerely y , ohn Norman Chairman I Q:W P\Ojala 910 Main Street Cotuit Variances&NITROE Appoval Sept 2021.docx r _TM s DATE: �® 195.00 FEE*: t S Town of Barnstable asass. �' REC.BY:039. Board of Health 3CHED.DATE: .� 200 Main Street,Hyannis MA 02601 OtTce: 508-8624644 .� John T.Norman FAX: 508-790-6304 ) /L. Donald A.Guadagnoli,M.D. Paul J.Cannitl;D.M.D. F.P.(Thomas)Lee,Alternate VARIANCE REQUEST FORM LOCATION Property Address: 910 Main St, Cotuit Assessor's Map and Parcel Number: 35 Size of Lot: 90 Wetlands Within300 Ft. ye.IE Business Name: Subdivision Name: APPLICANT'S NAME: Phone Did the owner of the property authorize you to represent him or her? Yes No PROPERTY OWNER'S NAME CONTACT PERSON Name: Donald J. MacKinnon, Trustee Name: Daniel A. Ojala, PE, PLS MCCM Realty Trust Down Cape Engineering, Inc, Address: P.O. Box 152, Hingham, MA 02043 Address: 939 Route 6A. Yarmouth Port. MA 02675 Phone: Phone: 508-3624541 EMAIL: downcape a( downcape.com VARIANCE FROM REGULATION(Incl.Reg.Code a) REASON FOR VARIANCE(May attach separate sheet if more space needed) Sams s�Vill 1'Zbucri9ty IN StmACKt. ���,t� � SAS'TbOAfii. K�oQ 1TD 23,9' A/ r NATURE OF WORK: House Addition Uff. House Renovation LJ Repair of Failed Septic System Checklist (to be completed by ofce staff-person receiving variance request application) Please submit first four on list as S collated packets, A. Five(5)copies of the completed variance request form _ B. Five(5)copies of MA DEP approval letters for lnnovative/Altemative septic system(when proposing an I/A system or secondary treatment unit(S.T.U.). C. Five(5)hard copies of engineered plan submitted(e.g.septic system plans)and one(1)electronic version submitted to email: . health(&town.bamstable.ma.us ''(Pool Plan—5 hard copies) ! _ D.Five(5)copies of labeled dimensional floor plans submitted(e.g.house plans or restaurant kitchen plans)and one(1)electronic . version. A completed seven(7)page checklist confirming review of engineered septic system plan by submitting engineer or.RS. Signed letter stating that the property or business owner authorized you to represent him/her for this request y. Applicant must notify abutters by certified mail at least ten days prior to meeting date at applicant's expense(for Title V and/or local sewage regulation variances only). Full menu—Five(5)copies of full menu submitted(for grease trap variance requests only). Fee Submitted•$95.00 for the following variances: 1)New construction, 2) Septic repairs with increase in flows, and 3)New owner/new lessee applying for food, pool or body art variances. Exemptions from Variance Fee: 1) Septic repair without an increase in flow and variances granted at the counter,2)Monitoring Plans,and 3)Temporary Food(not a"variance"). Variance request submitted at least 15 days prior to meeting date VARIANCE APPROVED John T.Norman NOT APPROVED Donald A.Guadagnoli,M.D. REASON FOR DISAPPROVAL Paul J.Canniff,D.M.D. Q:\Application Forms\VARIREQ Rev Jan 1-2020.docx R 939 main street rte.6a 541 yarmouth port _ tel.(508)362-488 mass 02675 fax(508)362-9880 down cape engineering, inc Daniel A.Ojala,P.E.,P.L.S. land court civil engineers&land surveyors surveys Arne H.Ojala,P.E.,P.L.S. Daniel E.Gonsalves,P.E.,S.E. Craig J.Ferrari,E.I.T., S.E. structural design September 10, 2021 site planning Barnstable Board of Health sewage system designs 200 Main Street Hyannis, MA 02601 inspections Regards: Septic Upgrade.for Donald J. MacKinnon, 910 Main St., Cotuit permits Dear Board Members On behalf of our client, enclosed is a variance application request for a 4-bedroom Septic upgrade. We are requesting the following variances: Town of Barnstable Health Regulations (VIII): Reduction in setback, SAS to Coastal.Bank(100' to 73.9') & Reduction in septic tank to coastal bank (100' to 76.8') The new Title 5 septic system upgrade will maintain the same 4-bedroom design now and will include the NitROE denitrification system. The proposal will remove existing cesspools from the coastal bank and will provide far superior environmental protection than the existing conditions. Thank you for your consideration. Sincerely; 1 Daniel A. Ojala, PE, PLS . Down Cape Engineering, Inc. l Commonwealth of Massachusetts Executive Office of Energy &Environmental Affairs Department of Environmental Protection One Winter Street Boston, MA 02108.617-292-5500 Charles D.Baker Kathleen A.Theoharides Governor Secretary Karyn E.Polito Martin Suuberg Lieutenant Governor Commissioner PROVISIONAL USE APPROVAL RENEWAL Pursuant to Title 5, 310 CMR 15.000 Name and Address of Applicant: K1eanTu LLC. 300 Old Pond Road, Ste#206 Bridgeville,PA 15017 Trade name of technology and models: NitROE® Waste-Water Treatment System (NitROE® WWTS) with unit sizing for design flows up to 2000 gpd (NitROE® 2KS WWTS and NitROE® 2KM WWTS) (hereinafter.the `System' or the `Technology'). Owner and Operator manuals, installation manual, schematic drawings illustrating the System models and the technology inspection checklist are part of this Certification. DEP Transmittal No.: X285590 Date of Issuance: May 12,2020, Expiration date: May 12,2025 Authority for Issuance Pursuant to Title 5 of the State Environmental Code, 310 CMR 15.000, the Department of Environmental Protection (hereinafter "the Department") hereby issues this Provisional Approval to: K1eanTu LLC, located at 300 Old Pond Rd., Ste 206 in Bridgeville, PA (hereinafter "the Company"), NitROE® 2KS WWTS and NitROEO 2KM WWTS (hereinafter "the Technology" or "System") for use in the Commonwealth of Massachusetts subject to the conditions herein. Sale and use of the Technology is subject to compliance by the Company, the Designer, the System Installer, the Operator, and the System Owner with the terms and conditions herein. Any noncompliance with the terms or conditions of this Certification constitutes a violation of 310 CMR 15.000. _May 12,2020 Marybeth Chubb, Section Chief Date Wastewater Management Program Bureau of Resource Protection This information is available in alternate format.Contact Michelle Waters-Ekanem,Director of Diversity/Civil Rights at 617-292-5751. TTY#MassRelay Service 1-800-439-2376 MassDEP Website:www.mass.gov/dep Printed on Recycled Paper i f i i j September 9, 2021 I Town of Barnstable Board of Health 200 Main Street Hyannis, MA 02601 I To Whom It May Concern: i i This letter is to verify that I have authorized Down Cape Engineering, Inc.to design a plan for an alterna- tive septic system to be installed at 910 Main Street,,Cot_uit, MA 02635. This plan will be submitted to you for approval. �~ Please don't hesitate to contact me with any questions at(781)741-5005. i f Sincerely, [� �Id Ji inno Trustee f MCCM Realty Trust j c/o MCCM Realty Trust I P.O. Box 152 Hingham, MA 02043 i i i } i f E I i f i' t j i f I f I i k k I k i I 3 i t i KleantvO LLC Johnf.With KleanTu wastewater P.O.Box.1154 Treatment T chnotooles Edgartm%),MA 02539 412419-5976-Mobile 50&6 27-3072-Office September 9,2021 Town of Barnstable ward of Health 200 main street Hyannis,MA 0260.1 RE: Property and System Owner Certification for New NUIROV, 2KS WWrS Erilicaleed Title:5 Septio System MA 2 M r 0 0 Installation for 91.0.Main Street,Cotuit, 0 035; canTu Project. 051 Dear Members of the Board: efollowing: (i)tltoMass.01�Pj�6vi�iotialPermitissu�dtb leanTul Kindly refer to the K., LLC(DEPTransmittal'No.- X-285590;Issued May 11,2020)(the"REP Permit");and'(1i)the Enhanced Title 5.Septic System proposed for 91.0 Main,Street,Cotuit,MA,a priltato residence,(the"N, now NitROEP featuring the:usc':of a 2KS wastewater treati-nent system ithe"NitROEI 2KSSomponenif). Item IV-95 of the DEW Permit requires that J(JcanTO LLC provide to the Town of Barristable Board of Health(the CiD_oar ")a certification.that the owner of the property of record leas agreed to tertain spocif ic matters vdth respect to the New System. fl T have included with this letter the required certification. Should you have any questions,please do not hesitate to contact me. Sincerely yours, John R.Smith President Enclosure cc: Donald I.Mac 11i Property aqd_System,Owaor Trustee, Y C f . I. I' E September 9,2021 f K]eanTu®LLC John R.Smith P.O.Box 1154 Edgartown,MA 02539 1 Dear Sir: I refer to the following: (i)the Mass DEP Provisional Permit issued to KleanTu®LLC(DEP Transmittal No.X285590; j Issued May 12,2020)(the"DEP Permit');and(ii)the Enhanced Title 5 Septic System(the"New System")proposed for j my private residence at 910 Main Street,Cotuit,MA 02648,featuring the use of anew NitROE®2KS wastewater treatment system(the"NitROE®2KS Components"). By signing this letter and delivering it to you,as the Trustee of the MCCM Realty Trust property known as 910 Main Street,Cotuit,MA 02648, I/we hereby certify to the accuracy of all of the following statements: i i 1. I have been provided a copy of the DEP Permit and I agree to comply with all terms and conditions cited therein. � I 2. I have received estimates of all homeowner's costs associated with the Monitoring,Operation and Maintenance (M.O.M.)of the NitROE®2KS Components including power consumption and equipment replacement,as well as maintenance,sampling,recordkeeping,reporting and related matters for the NitROE®2KS Components(collec- tively,the"M.O.M.Responsibilities."). i i j 3. I understand that I must enter into a contract by which my O&M Responsibilities will be fulfilled with KleanTu® or a KleanTukapproved operator licensed by the Mass DEP as required by the DEP Permit. 1 4. 1 understand that I must provide a Deed Notice to the Town of Barnstable Board of Health as required by 310 I CMR 15.287(10)and the DEP Permit i i 1 t 1 5. I understand that I must fulfill my responsibilities to provide written notification of the conditions of the DEP Per- mit to any new owner,as required by 310 CMR 15.287(5). I i Sincerely yours, i Db d-i.M Kinnon 1 f i i i s 2 i s j KleanTuO I.LC Joan R.Smith i Ktea Tu Wast,wYrater P.C.Box 1154 treatment Technologies Edgartown,MA 02539 412-719-5976 M6b ie 508-627-3072 Office Septem ber.,9,2021 To: Towvn of'Barnstable Board of Health 200 Main Street Hyannis,MA 02601 RE: Designer Certification for New N1itI3-OE-02K;8 WWTS Enhanced Title 5 Septic System Installation for 910 Main Street,Cotuit,MA 02635;KleanTu Project 4,80052. Dear Members ofthe Board: Kindly refer to the fcrllowitig; (i)the Mass,UEP Provisiona-1 Permit issued to KleanTull I:C,C(,DFP Transmittal.No.: X285590;Issued May 12,2020)(the"D P'Permit"};and(li)the Enhtrrreed Titte 5 Septic System design for the 910Main Street,Cotuit,MA private residence(the f New System%ficaturirg the-use.ofa nmv NitROEO AS wastewater treatment system(the`NitROV'2KS Com orients"). 1 c Now System.was designed by Danial:A.Ojala, a Massachusetts Registered Professional.Engineer with Down Cape ligineeringi1na, The NitRO;EO 2KS Components are depicted ire the Site Drawing titled"Site Plan of 91.0 Man Street",prepared by Down Cap:En&eering and dated September 8,20,21: i Item. -42 of tl e l)T P Permit requires that K.leanTu'Ornake certain certifications to the l.7own o Bamstable Board of Health(lie"Board")pertaining to the design of the New System. Accordingly,Kleari fu'LLC hereby certifies to the-Boat d that:(i)the New Syst em design,solely as it relates to the NitROE-12KS Components Land their.incor.-poration into the New System,conforms with the design specifications t required by the DEP Permit,and(ii)fibs NitRC?E� 2lcS Ccttapc�nents are able to perftarm the proposed wastewater treatment for the New System. Sincerely yours, i John R.Smith President cc: Daniel A C7jala,Down.Cape Engineering, ;Donald.J MacKimon,.Property and System Owncr Trustee t 4F t F E bFe"y4 v i ¢ uruce ensr. u I _ WOOD DECK �F-r wl rzw.zcrr EG v I �I I o WI I it I I I L� I vo.. . ( PROP.STL BM. - I PORCH __ - mwesTc�a I FAMILY ROOM - I I - IIIII IIIII I I I I I b n - w f— _F_,_________ m « I I Y I 3 I 1 KITCHEN _ _ STUDY I � — L-------------------------- ---------- . i Is 3.-6. 2ETPORCH yj ¢ - MUD ROOM i z-e•. zs-z ur �.n ewsnNc I«i-�ewsnuc PRELIMINARY FIRST FLOOR PLAN 910 �AAIN 5T CM)IT r ___ o ___________________�._ ROOF ROOF DECK I I I I I I I I I I n,wq rxa BEDROOM#2 LOFT I I vier 1 1 I I O °L 1 1 BATH 1 • F H HALL I LIN I I eam I I I cLossr I .wq _ ______________ CL ! BEDROOM#4 I 5' 1 BEDROOM#3 ® O eangi IL I I 1 I I -� I I FUT ROOF PROPOSED SECOND FLOOR PLAN 1/B"=P-0" ---------------------- I , I I I I I I i I I I i 1 I I I I I k I I r ry I I I m I I I I I I I I 1 I I I I HOME OgFICE I I ♦ � I LAV_ _______________ I � I I i/z wai I I ED 1 T—T I I �I I♦ I I ____ y I I I I I `♦ I I I I I I I I I I I I EXISTING ATTIC PLAN Board of Health Title V Septic Variance Abutter List for Subject Parcel 035090 Direct abutters(no set distance)and the properties located across the street. Parcel ID Owner i Owner 2 Address Line i Address Line 2 City State Zip 035085 _ PIKE,CHRISTOPHER C&LINDSAY J 66 BEAUMONT AVENUE NEWTONVILLE MA 0246o 035o86 HURLEY,JESSE&SHARON PO BOX 66 COTUIT MA 02635 035090 MACKINNON,DONALD J TR %MACKTNNON,MATTHEW J TR : PO BOX 152 HINGHAM MA 02043 035091 HANESIAN,DERAN C&KAREN W 904 MAIN STREET COTUIT MA 02635 035092 BUNTING,CATHERINE&LLOYD M %BUNTING,CATHERINE&LLOYD 41 BOULDER ROAD WELLESLEY MA 02481 ET AL METAL 035098 BARNSTABLE,TOWN OF(MUN) 367 MAIN STREET HYANNIS MA o26o1 035099 NORRIS,BRENDA R&SCUDDER, B&G REALTY TRUST 45 VERA DRIVE BRIDGEWATER MA 02324 GLENN F TRS 035101 MACKINNON,MATTHEW J TR %MACKINNON,DONALD J TR PO BOX 152 HINGHAM MA 02043 Page 1 of i Total Number of Abutters:8 Report Generated On: 9/10/202110:21 AM 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 Abutter List is required,you must contact the Assessing Division to have this list certified. 939 main street rte.6a tel.(508)362-4541 Yarmouth port mass 02675 fax(508)362-9880 down cape engineering, inc land court civil engineers&land surveyors Daniel A.Ojala,P.E.,P.L.S. surveys Arne H.Ojala,P.E.,P.L.S. Daniel E.Gonsalves,P.E.,S.E. Craig J.Ferrari,E.I.T., S.E. structural design site planning September 10, 2021 Sewage System designs Barnstable Board of Health- Septic Upgrade, MacKinnon, 910 Main St, Cotuit inspections (Dear Abutter: permits A public hearing has been scheduled for the Barnstable Board of Health to act on a request to approve variances from the Town of Barnstable Regulations for the proposed Title 5 septic system upgrade at 910 Main Street, Cotuit. A NitROE nitrogen reducing system is proposed. Town of Barnstable Health Regulations (VIII).Variances Requested:. Reduction in setback, SAS to Coastal Bank(100' to 73.9') & Reduction in septic tank to coastal bank(100"to 76.8') Said hearing will be held in person at 3:00 PM on September 28, 2021; in the James H. Crocker Jr. Hearing Room, 2nd Floor, Barnstable Town Hall, 367 Main Street, Hyannis, MA. It is recommended to check the Town of Barnstable website for the official agenda to confirm date and time if you are interested in attending the meeting. Plans and the application describing the proposed activity are on file at the Barnstable Board of Health office, 508-862-4644. Sincerely; J/ - Daniel A. Ojala, PE; PLS Down Cape Engineering, Inc. i u s � E # •WA IH 5T A LER'S 'NA M s A D D A E S S S6 2/1 VATE C0AiiPLIAIdCE I S 5 U E D i M h - NOTES SYSTEM DESIGN: 1. DATUM IS NAVD 88 LEGEND - �'35g / �/ GARBAGE DISPOSER IS NOT ALLOWED - -- 99 - EXISTING CONTOUR 2. MUNICIPAL WATER IS EXISTING MAP AP 2\ \ 1`1 CEL \,' EXISTING 4 BEDROOM DWELLING �a X 3. MINIMUM PIPE PITCH TO BE 1/8" PER FOOT. PAR 10.61 °o EXIST. SPOT ELEV. 4. DESIGN LOADING FOR ALL PROPOSED PRECAST UNITS �J 18 PROP \� DESIGN FLOW: 4 BEDROOMS © 110 GPD = 440 GPD -[99]- PROPOSED CONTOUR TO BE AASHO H-22 SAS (H-10 TANKS) CA TC SIN IN '' t:: USE A 440 GPD DESIGN FLOW NEW RIV AY ; !3�?• School 198.4] PROPOSED SPOT EL. 5. PIPE JOINTS TO BE MADE WATERTIGHT. TH1 BENCHMARK: 6. CONSTRUCTION DETAILS TO BE IN ACCORDANCE WITH ! 26 : .:; .. , : " ' SEPTIC TANK: 440 GPD (2) = 880 �� cocas \I _� IRON PIPE ': �. TEST HOLE 310 CMR 15.000 (TITLE 5.) 3 MAP �� X '�-� USE A 1500 GAL. SEPTIC TANK o� ' YYY TH2 24 = 22.5 NAVD88 �" Q1•" • 2% SLOPE OF GROUND 7. THIS PLAN IS FOR PROPOSED WORK ONLY AND NOT TO CEL 90 �� .:.:.:.` AND A 1500 GAL. NitROE TANK Bay �` She// B� �� BE USED FOR LOT LINE STAKING OR ANY OTHER � � SAVE30'4 � N � ••�••°�• 't°"�� \ �GF / o UTILITY POLE PURPOSE. o REE 0.70 AC.f ,i':Eki:STING':.. �. L/Mj :. :°:�: 4 ° �.10 LEACHING: erg u/i of THEVIC :: ° o� LF o, 8. PIPE FOR SEPTIC SYSTEM TO SCH. 40-4" PVC. 1 �6 ■ _ FIRE HYDRANT a ''.. :o° �" O SIDES: 2 33.5 + 12.83 2 74 137 GPD hull � �, N : ....-.�. ( ) (. ) °'..°�'v'`r,•z"'.°)'V.:..,.. .:,� :.`'.: Pine ' qe Y APPEAR IN DRAWING ACKFILLED OR CONCEALED sit. _ TE: Nor ALL SYMBOLS MAY COMPONENTS NOT TO BE B i% BOTTOM 33.5 X 12.83 .74 No 9. Vim':•::-:•::":'::• .�.. 318 GPD ,� .•° �:':•:�.... p y � REMOVE STORM =( ) 0 H AND us . ^� F, HEALTH •b' �`:��•' INSPECTION BY BOARD . V'�'• "•'C'•'•'.'T INSPE r•'•'""WI THOU O ' � DAMAGED:'�:�':"• G D TREE PERMISSION OBTAINED FROM BOARD OF HEALTH. ',.'...::.....".•' . .,,...... :'::...... .... ..... . u? ;....::.:.'.;.0 ;... N O E S f, ;. % o 15.g. l•. • TH �'o TOTAL: 615 S.F. 455 GPD RESPONSIBLE FOR CALLING [ ..':.:::. :"...":'.:'..': :: L . . 10. CONTRACTOR SHALL BE E ) DIGSAFE (1-888-344-7233) AND VERIFYING THE ::.":::::,'..•;.• •,,,,. 'A 1�!/i.....- 1 , .:":' :'::' :. '. : '. :.f16' :: %%�,., U�P. F �� USE (3) 500 GAL. LEACHING CHAMBERS (ACME OR EQUAL) F A UNDERGROUND & OVERHEAD UTILITIES \,..3.4 ; :.°::;°.'::�.° .T? .:';.: : �_ " ;� , .. .., ,. J. LOCATION o ALL ARE,4 . w '/ yq�� �j, �9 WITH 4' STONE ALL AROUND TO COMMENCEMENT OF WORK. !?" !Fr ~`"' PRIOR `.° ..\ .��F. (1. �.. �. XI TIlVG'•SM' RIVE G � i '� LOCUSMAP . ........... 11. ANY UNSUITABLE MATERIAL ENCOUNTERED SHALL BE ✓ G � 5' BENEATH AND AROUND THE PROPOSED "���•".].` 2 SCALE 1 -2000 f REMOVED ,0 . .. �. S - - - -'=� I OP PORCH LEACHING FACILITY. - .O• ASSESSORS MAP 35 PARCEL 90 �=•�`: •:l PROPOSED DITIO I FACILITY SHALL BE PUMPED AND -= F ... " STAIRS 12. EXISTING LEACHING .� F °:``:�•:�•:�:•:••���•••'•�� PUMPED AND FILLED WITH CLEAN SAND. 1258 4 "� >;::::.....V:::>::::: MA HOME IS NOT WITHIN FEMA FLOOD ZONE VE REMOVED OR PU 5 T ``` - ---- -- ----- x APPROVED DATE BOARD HEALTH (EL 14) AS SHOWN ON COMMUNITY PANEL REM O RET. X �• O I / �. T `''`' }'�;:::::': ':::::`•;:`� 1 C #25001 CO756J DATED 7/16/2014. WALL , ,�, :.:�....�.:..: \ / O BENCHMARK: ,� Op % ADDITIO �O/ I 5• SURVEY NAIL PROP. VENT WITH CHAR EXISTING WALL "`"'' EXISTING DWELLING \ = 33.0' NAVD88 �6.'::::::: 910 MAW ST. FILTER AND BUGSCREEN (FIN �0 REMAIN '� %• .�y`.f.; ;: \ � • � � NEW RET. PLACEMENT BY CONTRACTOR WIT :• FIRST FLR. EL. •�, WALL ALONG HOMEOWNER CONSULTATION) DE WALK IN, 28.0 LOT LINE WITH 6 \$s ST PSX T \ ° PRIVET HEDGE - DEC AT LOT LINE OFj'' + 013 1 REMO E RET. TH..... ....... EXISTING- DWELL G � J' "�'DISTANCE VARIES 154" /'• � WALL 8 TOTAL TANK LENGTH �� "' 1 OUTSIDE WALL TO OUTSIDE WALL /�� 916 N�W RET• 8� h WALL ALO G ,� .�. � �• TEST HOLE LOGS T INE N 0 �� /1� M I' 3 s ._ < .. GENERAL NOTES: DEMO WALK ti v , i' TANK WALL s Z d 1. PROVIDE MINIMUM 2"DROP WHILE MEETING \ �� h �^ C PA CEL 101 CRAIG J. FERRARI SE 13871 THICKNESS ¢ a REGULATORY SLOPE REQUIREMENT FROM THE 3� ENGINEER: # AT TOP I.U__ SEPTIC TANK OUTLET PIPE INVERT TO THE INVERT OF - PEN_PORCH F OL 1 yt� 71 S. REFERENCE P#14799 j Q (3"TYP) - -' 06 THE INFLUENT PIPE INTO THE NITROE TANK. ADDITION- / �'� f DONALD D ESMARAIS w o 2 LAWN `� ' i WITNESS: FOR TH 1 A & TH2A o �- 2. NITROE TANK TOP TO HAVE TWO-24",THREE-12 8 P% p = o -� o HOLES AND MULTIPLE 4"DIAMETER ACCESS HOLES MAP ,35 O�0;*:� / \� �� DATE: 12/7/2020 H (0 INFLUENT _ SU M RGED ENITRIFICATI N 5a WITH RISERS AND COVERS FOR MAINTENANCE AND VP < 2 MIN INCH REFERENCE P#15167 INFLUENT I- CD A RA ION = CHAMBER = o PARCEL 92 5 5 V. (SEE NOTE 1) D Cl- BER DC EFFLUENT SAMPLING. I 0� / PERC. RATE _ / FOR TH 1 -4 O o z 3. FOR THE 24"HOLES;PROVIDE 24"DIA.ADS PIPE WITH �': v) N Z o ( ) COVER TO 12"BELOW GROUND SURFACE. BOLTED CATHERINE & / OIITDObR GRILL �� �� 4 \k q I 192602 Q _ /'' � �, a CLASS SOILS P# INFLUENT � � ° � I- TO TANK TOP. LLDYD � O SAMPLING PIPE Q Q b w -► w 4. FOR THE 12"HOLES;PROVIDE THREE-12"HOLES WITH � 24 O 2 DIA PVC PIPE) z o � TO TITLE 5 BUNTING �„ ELEV. ELEV. ( " - I- ADAPTER RINGS,RISERS AND COVERS TO 12"BELOW DRYWELL TYP. I C� SEE NOTE 6 O- w - _ 0 SOIL GROUND SURFACE. INSTALL 4"DIA.MONITORING `�% 4 o 0 28 \� to q O„ 27 0„ 27 N ABSORPTION PIPE(1"BELOW GROUND SURFACE)WITH 6"PLASTIC \ I 4 d TITLE 5 SEPTIC TANK WALL - - SYSTEM ROUND BOX AND COVER TO BE FLUSH WITH GROUND v / ,:,° z TANK O THICKNESS (SAS) SURFACE. \ 26 f FILL FILL (NOT TO SCALE AT BOTTOM s 5. PROVIDE FOUR-6"DIAMETER PLASTIC ROUND BOXES - L. ;` / AND COVERS(NITROE AND SEPTIC TANKS)TO(4 1/2"TYP) BE 3= i 6 6.5 9 ' INSTALLED AT GROUND LEVEL / I C D 6. PROVIDE INFLUENT SAMPLING PIPE(2"DIA.)6"FROM S/ G8/ I 1 2 ' 26.3' EDGE OF SEPTIC TANK WALL WITH 6"PLASTIC ROUND LING SEE NOTES 2,3 AND 4 TOP VIEW BOX AND COVER AT GROUND SURFACE. r 4,; . �K 22 R 6 oO NOT TO SCALE20 6"PLASTIC BOX AND COVER WITH 4" / / /1 EPLAC AT 18 EX VARIANCES REQUESTED. MONITORING PIPE;SEE NOTE 5(TYP) 26 2� GR ST S I # UNDER TOWN OF BARNSTABLE HEALTH REGULATIONS: SEE NOTE 5(TYP) / 16 S SEE NOTE 3(TYP) / ,,►�` H R E (VIII): REDUCTION IN SETBACK, SAS TO COASTAL BANK (100' TO 73.9') SEE NOTE 6 SEE NOTE 5(TYP) 12"ACCESS HOLE WITH COVER WOO N TAI 1A & SEPTIC TANK TO COASTAL BANK (100' TO 76.8') C C - GROUND SURFACE(TYPL - - - - - - - - SEE NOTE 3(TYP) SEE NOTE 4(TYP). elol k II' .t TO TITLE 5 SOIL / � VO� � �\ 'X X✓ PERC \ MS MS 5 1/2"TANK ABSORPTION SYSTEM �O\1 \ TOP(TYP) (SAS) 001 \ i' ' INFLUENT s y ORN ENT�� F", 1 OYR 7/4 1 OYR 7/4 (SEE NOTE 1) 48"STATIC EFFLUENT G SES a- a -- WATER DEPTH \ LAWN w .-\.Q_.-,_._ w LL ( a SUBMERGED DENITRIFICATION CHAMBER O a z w 4' NEYSUCKLE / TITLE 5 SEPTIC / o w a j - _ _ � a F °F� \ > AERATION (DC) a a ' TANK Z _ " "' a E- �0� �"o \ 120" 17' 132" 16' Q o CHAMBER o _ zo z w w z \ \ (NOT TO SCALE) o ° z (SAC) 0 3 0LU \ _ _ I- I- LL \ NO GROUNDWATER ENCOUNTERED ~ w _ N v ZLO ' ITE PLAN �. F0� ELEV.-0" p F TANKB0170M KleanTu LLC �/�/ < %E �P6- THICKNESS 4" CRUSHED AGGREGATE OR APPROVED j PLAN T W / OF TANK WALL THICKNESS MATERIAL(DEPTH TBD-6"MIN);ON LEVEL, PLAN AND PROFILE VIEW AT BOTTOM(4 1/2") COMPACTED AND STABLE BASE ® \ /' TANK WALL THICKNESS NITROE WASTE-WATER TREATMENT SYSTEM (WWTS) \ FF / \ i p� i ' , ATTOP(3") SIDE VIEW 50 ° ; , =i, / #910 MAIN STREET NOT TO SCALE \\/ T-AS2000-H 10 \ % )i� I �/ COTUIT, MA **ADDITIONAL DRAWINGS,DETAILS, / 5 FIRE PIT AND SPECIFICATIONS CAN BE Q PROVIDED BY KleanTu LLC PREPARED FOR SYSTEM PROFILE MALL ARKERSYSTEM WIT COMPONENTS OMPON NTTAPE OR BE PROVIDE MIN. 20" DIAM. WATERTIGHT AREA (NOT TO SCALE) COMPARABLE MEANS FOR FUTURE LOCATION. LAWN \ \/ / DO ALD J. � MACKINNON, TRUIc5kTEE, FIRST FLOOR 28.0± ACCESS COVERS TO WITHIN 6" OF FIN. GRADE H-•20 CONCRETE COVERS TO WITHIN 3" GRADE 2" PEASTONE OR GEOTEXTILE (FORMER FILTER FABRIC OVER STONE DREDGE �'' M C C M- REALTY TRUST \ 26.5 MINIMUM .75' OF COVER OVER PRECAST 2% SLOPE REQUIRED OVER SYSTEM F27-71 SPOIL AREA) RISERS(1H-10 VENT W/ CHARCOAL FILTER /' '•� BLOCKS OR / DATE: SEPTEMBER 8, 2021 2•s PRECAST RISERS LICENSED STONE 6" MIN. SUMP 4"0SCH40 PVC MORTAR ALL H-20 12" MIN. INT. DIM. PIPES LEVEL 1ST 2' MORTAR ALL / % �•� o-� yam)/ PIER/WHARF LICENSE C, 4 4 c, *25.0' P Noses ��, __-- PB 057 PG 41 SIDES ..N .° o , °oo° '° /// " 1500 GAL H-10 " :. ®�0® ®®®® ®®®® -®®�® V.I.F. 10" 14 23.93 \23.68' 3-o-o0i ° ° o °°°24.28' SEPTIC TANK TEE NItROE TANKo 0 0 0 ° °° ®®®®®®®®®®® ®®®®®®®®®®® >°°°°o°°° a-� ss � OF TEE 24.03 0°0°0°0°0°0° WATERTEST D BOX O °o°°° ®®®®®®®��®® ®®®®®®®®®®® 'O�°o°o°o e1/�A �y`y Rn ��N 0 0 0 0 0 00 0 0 �i SEE DETAIL °° °^°^° ' FOR LEVELNESS N °°°°° ;°°'°°°°o �;;r o DANIEL yam' � c a p> oo°o°o ®®®®®®®®®®® ®®®®®®®®�® q..aoo0o° `;'�!�r I G\ t�'9/OAS r 9h.� /• �'.., GAS BAFFLE:. n„ )) V r > / ABOVE 23.39' 23.22' °°°°°°°° °o°o° 1 0' A " ->T DANI�LA. \� - >°o°o°o°o ° ° ° - „ %o OjALA ��'.'. -k, 'y, Scale: 1"- 20' • 4' LIQ. LEVEL (ACME OR EQUAL) . `'i,...r...• ;.: •. NOTE: 2" MIN. WALLL No tIJ v c� CIVIL ` O �` i' w '.. ...:....:. �000000000000000°o°ooOooc0000000oo0o0o0o°o00. - o• ' °o°o°o°o°o°o°o°o°o°o°o°o°o°o°o°o°o°o°o°o°o°0. THICKNESS REQUIRED H 20 500 GAL. LEACHING CHAMBER BY ACME PRECAST OR EQUAL. ,, h'O �,P o-i' L,.o No.40502 ,Qj'•,, '•v" �' /,, �� �`� -_ o 0 00 0 0•o o`o oo o••o oyo o •o o`o o o 0 o_�_n-n-�.� o 0 0 0 o r.n_n-n_�_n,o o - - 0 0 ° ° o ° o 0 0 ° o ° ° o 0 0 0 0 0 0 n 3/4" 1 1/2" DOUBLE WASHED STONE 4' MIN. (3) .UNITS REQUIRED �'s,l LESS O Q �� tQ `v� j, / 0 10 20 30 40 50 FEET 0 0 0 0;.;..0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 ^0 0 00 0 o 0 o c o 0 0 0 0 0 0„0 0 0 0 0, 0', go, o 0 0 0 o t••n_n_ _n_o.o o ALL AROUND PRECAST STRUCTURES - qN �l� ASH OF'NAs o/SrER ��`"' 6" CRUSHED STONE OR MECHANICAL OVERALL DIMENSIONS TO OUTSIDE OF STONE: 33.50' X 12.83' `.°suR .: ��FP � O�JALEN �~;HOFMAS *THE INSTALLER SHALL VERIFY THE s" CRUSHED STONE OR MECHANICAL o P s 21 2 COMPACTION. (15.221 [2]) o � DANIEL G� .'y�r✓v� ��`�' q�y � �'r, / - LOCATIONS OF ALL UTILITIES AND ALL COMPACTION. (15.2 [ ]) L6 o A. �° DANIEL A. Gs� A A w �' off 508-362-4541 BUILDING SEWER OUTLETS AND OJALA `" o OJALA fax 508 362-9880 L F` M -2 downcape.com ELEVATIONS PRIOR TO INSTALLING ANY No.4osso CIVIL 'p PORTION OF SEPTIC SYSTEM 1s•o' B _ � ESS\o�o� �o� 0.465 ��� ��O , dawn c�►�e engi�ee�iag inc. ( 2.5 ( 5 SLOPE) ( 1 % SLOPE) ( 2 % SLOPE) NO GROUNDWATER FOUND N�SUR`1E� Ess G/ ���� iS civil engineers % SLOPE MIN.) H-20 NAL g 18' 2' NRROE TANK 29' D' BOX 13' LEACHING 2 land surveyors FOUNDATION- SEPTIC TANK FACILITY ���� 1 939 Main Street ( Rte 6A) DATE DANIEL A. OJALA, P.E., P. .S. YARMOUTHPORT MA 02675 DCE # 19-317 19-317