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HomeMy WebLinkAbout0455 HUCKINS NECK ROAD - Health 455 HUCKINS NECK RD. Centerville A = 233 — 048 SMEAD KEEPING YOU ORGANIZED No. 12534 2-153LOR SUSTAINABLE FORESTRY MIN.RECYCLED INITIATIVE CONTENT10% Certified Fiber Sourcing POST-CONSUMER WWW.Sflprogra..org SFf-0f M MADE IN USA GET ORGANIZED AT SMEAD.COM 2 r /� n No. .O �I D r 1 t. r 'B 0 Fee IDID THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS Yes " 21ptJYltation for Bispo8al *pstem Construction Permit Application for a Permit to Construct( ) Repair Upgrade( ) Abandon( ) ❑Complete System tl Individual Components Location Address or Lot No.1-16 S ( QM Owner's N e,Address,,`and Tel.No.oV Y0 qa WO ya✓vim i / rah q)L a3 • /4o'- s Assessor's Map/Parcel�33 U�/� �--1 9 Installer's Name,Address,and Tel.No. ,�$- � l-8 9�Cp Designer's N e,Address,and Tel.No. .t/-6-w~5V0'5Y �3or�o�Qttc ConSC-�^uc-(y�c>+-,�:ir�C �v•�x�U� if'o'Cansu.l� " o need ��S�,�crn�sfczctn;�s,�� Type of Building: Dwelling No.of Bedrooms Lot Size (2•1P)1 kAe.Ssq.ft. Garbage Grinder( ) Other Type of Building No.of Persons Showers( ) Cafeteria( ) Other Fixtures A / Design Flow(min.required) /v I gpd Design flow provided gpd Plan Date /�`7 2�/9' Number of sheets_ n Revision Date Title ChQ� r �' �a A�t t. �Ct.►��G l`�2ll.�ci�Os� �CL� Size of Septic Tank/V rndnoli` Type of S.A.S. J Description of Soil Nature of Repairs or Alterations(Answer when applicable) Ll RL kw ivew io i Date last inspected: Agreement: The undersigned agrees to ensure the construction and maintenance of the afore described on-site sewage disposal system in accordance with the provisions of Title 5 o>theEnvironmen ode not to place the system in operation until a Certificate of Compliance has been issued by this Board . Signed Date �Ca Application Approved by Date Application Disapproved by Date / for the following reasons Permit No. c o i I b1 Date Issued " l a'11 IN '.�+tf+'ti �,-Pw.•h:—•'ti"N" ,�+...'..T M, ,,.,:,.:.....,�., n.. _ .x: i _ r TH eft" 1 No. d..C31 7 _.,5� - ii j �t t fny 1 1 Fee THE C'OMMOIVWEALTH OF MASSACHUSETTS Entered in computer: Yey' . l PUBLIC HEALTH DIVISION -'TOWN OF BARNSTABLE, MASSACHUSETTS fication for Mis oral strm Con struction Permit Application for a Permit to Construct( ) Repair(�) Upgrade( �)7,Abandon( ) ❑Complete System t'' Individual Components Location Address or Lot No.yS J ( i �,(t,ytq ,r� Owner's N e,Address,and Tel.No.a7 11D 641-3 S-0,9 ?:ssessor'sMap/Parce1�33 U�/ � �i�` y��'u r A,Mr � ,+t" C/s Installer's Name,Address,and Tel.No.�$- y � 9a(o Designer's Name,Address,and Tel.No. / �3or1v C©n5�, uc�i'�, ��r v_ 'max�70�� 61:, -I. 44& 6 /a/5-,/ rtila-5h� Lf i I�s r,1t �• a Wit/ /.�, rs �ua�a , �oF3�� Type of Building: Dwelling No.of Bedrooms Lot Size 0 y7 tie-Re-5sq.ft. Garbage Grinder Other Type of Building No.of Persons Showers( ) Gafeteria( ) Other Fixtures Design Flow(min.required) /v/ gpd Design flow provided - gpd Plan Date ;//,) /9t,/a/ Number of sheets Revision Date Title 1&J1P C'7&1(1# r 1- v Size of Septic Tank Type of S.A.S.E�AJS�r Description of Soil r Nature of Repairs or Alterations(Answer when applicable) (ex" UK V! - 1)1C -lk)eLo 141C 1�r����n �Jn, �1/)�!/1(i ll,t.�. '.(iK ��r ,. �� °t.�lryi4� � �C,, �XrS�,n� ,.�J)k;✓?Cl'k?t!( '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-Cod and not to place the system in operation until a Certificate of Compliance has been issued by'this Board of Health r s Signed rr Date Application Approved by ^,k=..� L �. �- Date Application Disapproved by L/ Date for the following reasons `Permit No. Date Issued / THE COMMONWEALTH OF MASSACHUSETTS Crrc e1 r / - BARNSTABLE,MASSACHUSETTS : (Certificate of Compliance THIS IS TO CERTIFY,that the On-site Sewage DDisposal system Constructed( ) Repaired(/) Upgraded( ) Abandoned( )by Py;r^Qc)tf* OvatiS�/r"�t r�/rn 1-►t� at y55-�t't( T�rAAA l�ic�'d e ') �i t JLtili -.- has been constructed-in accordance with the provisions of Title 5 and the for Disposal System Construction Permit No. 2 015-U�� dated 1- ��- tl Installer ��Ur �r� L i„' krf� t-Irs,� . --i'�� Designer ii. (�� ,:c, f�r t c `-r AIQ L W, k-A #bedrooms Approved design flow gpd The issuance of this ,�p rmit"shall not be construed as a guarantee that the system will d o as designed. (" Date LI l I X 1,Gi Inspector - - -- - -_- - -- .- - _ ---------------------- ---- - ------------------ -- ----------- ----- No. d ` Fee THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION-BARNSTABLE,MASSACHUSETTS Misposal .pstem Construction Permit Permission is hereby granted to Construct( ) Repair(---y Upgrade( ) Abandon( ) System located at 9 5 1 G I IC P4 ( r i t r t' (X;� and as described in the above Application for Disposal System Construction Permit. The applicant recognized his/her duty to comply with Title 5 and the following local provisions or special conditions.. Provided:Construction must be completed within three years of the date of this permit.,,--— 9 Date Approved by �'r v -16-2019 21:25 From: + To:15087906304 Paae:1/1 Townn. of Barnstable Q o Regulatory Services Thomas P.Ge11er,Director MAIM Public Health Division a Thomas McKean,Director 200 Maim Street,E,yx mis,MA 02601 Office: 5084624644 Fax: 508-790-6304 • lfmstaJlJ<er��Desn�aaer Ce>rtn�iicati®m]6'®ram ][Date:. 14` A Sewage lPermmnt# 7 'oaA Assessor's l�p�Farceel d3`� 7U Designer: 0�L e 1 l wtalller: Address: 931 mW l , & Address: �•_0 , _�� /Lo On l / i 9 �br�v�p ons�i�xfi'cm, was issued a permit to install a (date) (izistaller) septic system at T_�,� . /4►,G k iw _ Gk f4f. based on a desigla drawn.by (address) �Uav, ail a 14, (�E PL.S dated (d igier) -ZI certify that the septic system referenced above was bDstaUed substantially according to the desiA which may include,miuox approved changes such as lateral relocation of the distribution box and/or septic tank. Z certify that the septic system xeferenced 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 by designer to follow. oo OF Axw7. DANIELA. «33 OJALA aimtaller's Signature) CIVIL No.46502 c L (de s Siggatare) (Azx Designer's Stamp ere) PLUM RRTURN TO h SABLE PUBLIC I AL DIvo1 ox, MMCM OF -, L'® LgANCE wILI. NOT BE ISSUED UNMM BQM t1W PO]f M AND'ASABUMT CARD_AI REL".BIVED BY THE BARSUAB]LR]PURL.C B]EALTS DIVISION. TJrANK YOU. Q:Heo1WSept1e/Da IS=Certificw1onForm3-26-04.dgo O'Connell, Timothy 1 From: McKean, Thomas Sent: Tuesday,January 08,2019 4:55 PM To: O'Connell,Timothy Cc: Crocker, Sharon Subject: FW:455 Huckins Neck Rd. Septic Tank Relocation - Revised Site Plan Attachments: 19-0107_455HuckinsNeck_Prop_SITE.pdf;455 Huckins Neck Floor Plans.pdf Tim Please let me know if the plan looks okay to you . It looks like he redesigned it as we suggested that day on the phone. However I think it would be helpful if he showed the septic tank setback separation distance to the waterbody(not just to the 50 foot setback line). From: Crocker, Sharon Sent: Tuesday, January 08, 2019 3:59 PM To: McKean, Thomas Subject: FW: 455 Huckins Neck Rd. Septic Tank Relocation - Revised Site Plan Have you had a chance to review the attached. I was wondering if I needed to contact them and have them overnight 4 copies, if it needs to go to the Board, or not. Thank you. Sharon From: Crocker, Sharon Sent: Monday, January 07, 2019 10:36 AM To: McKean,Thomas Subject: FW: 455 Huckins Neck Rd. Septic Tank Relocation - Revised Site Plan Please see below. From: Yavuz Anahtar [mailto:yavuza.noa(a)gmail.com] Sent: Monday, January 07, 2019 10:15 AM To: Crocker, Sharon Cc: Nuray Anahtar, AIA Subject: 455 Huckins Neck Rd. Septic Tank Relocation - Revised Site Plan Dear Ms. Crocker, Our civil engineer revised the site plan based on the criteria that Mr. McKean conveyed to me over the phone last Thursday, in order not to have to go though a board hearing. The revised site plan is attached together with the floor plans of the house. Could you please forward them to Mr. McKean? Thank you very much for all your help, i Ya''vuz Anahtar, RA, NCARB, CDT NOA Architecture Planning Interiors, LLC (301)951 7933 yavuz(aD-noaarchitects.com Virus-free. www.avq.com 2 O'Connell, Timothy V. From: O'Connell, Timothy Sent: Wednesday,January 09,2019 7:42 AM To: Crocker, Sharon , Subject: RE:455 Huckins Neck Rd. Septic Tank Relocation - Revised Site Plan Hi Sharron, No I'm not making any such determination. I already told applicant he HAS to go to the BOH. The home owner then call Tom,then Tom explained to home owner over the phone what changes he wanted on the plans. He told the home owner if he makes these changes then he would not have to go in front of the Board . Once these changes are made;;) will re check with Tom and sign permit. Although I do not see any plans attached. From: Crocker, Sharon Sent: Tuesday, January 08, 2019 5:27 PM To: O'Connell,Timothy Cc: Crocker, Sharon Subject: FW: 455 Huckins Neck Rd. Septic Tank Relocation - Revised Site Plan Tim, Tom said you will be reviewing this and determining if it needs to go to Board. Once ready, please let me know for the agenda. Thank you. From: Crocker, Sharon Sent: Tuesday, January 08, 2019 3:59 PM To: McKean,Thomas Subject: FW: 455 Huckins Neck Rd. Septic Tank Relocation - Revised Site Plan Have you had a chance to review the attached. I was wondering if I needed to contact them and have them overnight 4 copies, if it needs to go to the Board, or not. Thank you. Sharon From: Crocker, Sharon Sent: Monday, January 07, 2019 10:36 AM To: McKean, Thomas Subject: FW: 455 Huckins Neck Rd. Septic Tank Relocation - Revised Site Plan Please see below. From: Yavuz Anahtar [mailto:yavuza.noa@gmail.com] Sent: Monday, January 07, 2019 10:15 AM 1 I T4: Crocker, Sharon Cc: Nuray Anahtar, AIA Subject: 455 Huckins Neck Rd. Septic Tank Relocation - Revised Site Plan Dear Ms. Crocker, Our civil engineer revised the site plan based on the criteria that Mr. McKean conveyed to me over the phone last Thursday, in order not to have to go though a board hearing. The revised site plan is attached together with the floor plans of the house. Could you please forward them to Mr. McKean? Thank you very much for all your help, Yavuz Anahtar, RA, NCARB, CDT NOA Architecture Planning Interiors, LLC (301)951 7933 yavuz(@_noaarchitects.com Virus-free. www.avq.com 2 VLOCATIOIN TOWN OF BARNSTABLE t2_hEWAGE# 161 - VILLAGE ASSESSOR'S MAP&PARCEL J 3,?-,JA INSTALLER'S NAME&c PHONE NO. -L' �'p "Z7 i- SEPTIC TANK CAPACITY Kl LEACHING FACILITY.(type) 0K t —LI Kt6l (size) '?>t2 3r s1 7, [ NO.OF BEDROOMS OWNER . PERMIT DATE: -to--1!q COMPLIANCE DATE: Z Separation Distance Between the: Maximum Adjusted Groundwater Table to the Bottom of Leaching Facility Feet Private Water Supply Well and Leaching Facility(If any wells exist on site or within 200 feet of leaching facility) Feet Edge of Wetland and Leaching Facility(If any wetlands exist within 300 feet of leaching facility) /G® Feet FURNISHED BY r..Z- 6,-4SAZ,14iyS ,? all 3�' y 6$� 1/7, �tRfi6'rrllelr fl �G'�/�+ 1�4�r✓ � O b Town. of Barnstable # � ' Departinent of Regulatory Services fj Public Health Division , Date 9 re3� 200 Main Street,Hyannis MA 02601 • lEn I Date Scheduled �117 Ti'ma Fee Pd. d �j ' Soil Suitability Asse' v' mentfor S e Drs osal Performed-By:_ '0 L 4\ )V j _ Witnessed By: LOCATION&.GENERAL INFORMATION Location Address Owner's Name Address Assessor's Map/Parcel: ` � � g Enginocr's Name k NEW CONSTRUCTION REPAIR ? �-- Tcle hone#W '�,- 4 , Land Use J �� f1 Ida Slopes(96) `� ® � Surtkco Stones Distances firm: Open Water Bodd> Lja_ft posslblo Wo :� '� ft Drinking Water W ell�ft Drainage Way i ft Property Llne ' ft Other ft SICETCHe(Street Hama,dimensions f lot,.at�Re lccattona of test halos&pore taste,locate wetlands 1'n proximity to holes) ,. V r r I Parent material(geologic) Vk Depth t0 Bad r k Depth to Oroundwater. Standing Water In Hola: gg p ' Weeping* n Pllt Estimated Seasonal High Groundwater T- v k� LC DE T] TI T FOR,•S ON' •HIGH WATIMR TABL,IM Method Used: j Do th Observed standing n obs.hole; tt s p t ell mottiee. Do th to weeping from side of obs.bolo; In. amundwater Adjuattdent t, Index Well#} Reading bate: Index Wall lmvol Adj4ketbr.,,,,_.,_„_Adj.Oroun'dwater.IAe al,, PERCOLATION TEST Date,_ � 'Tyme Observation Hole# Time at 4" Depth of Pow Time at 6" Start Pro-soak Time® •�--�: ,�.m �� J��g".6 ) • End Pro-soak �►' '1 Rate Mlh./Inch • I Site Sul tabtilty Assessment; Slte Passed Sitp Failed: Additional Testing Needed(Y/N) 'I Original: Public Health Division Observation Hole Data To Be Completed on aek— ' i ***If percolation test is to be conducted within 100' of wetland,you must first notify the Barnstable Conservation Division at least one(1)week prior to beginning. Q:ISBPTICIPERCPORM,DOC I DEEP.OBSERVATION HOLE LOG Hole# `— Depth from Soil Horizon Soil Texture Shcl Color Soil• Other Surfaco(in.) (USDA) (Munsell) Mottling (Stnueture,Stoner,Boulders. • a reletency.%'t3ravall LG t110 (� C) DEEP OBSERVATION HOLE LOG Hole# Depth from Soil Horizon Soil Texture Soil Color Sall Other Surface(in,) (USDA) (Munsell) Mottling .(Structure,Stones,Boulders. IZZ tiS DEEP OBSERVATION HOLE LOG Hole# Depth from Soil Horizon Soil Texture Sall Color Sall Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders., DEEP OBSERVATION HOVE LOG Hole# Depth firm Soil Horizon Soil Texture Solt Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones;Boulders, Consistency. OrjyjI1-- Flood Insurance Rate Man: Above 500 year flood boundary No— Yes Within 500 year boundary No_ Yea Within 100 year flood boundary No.-Ir— Yee geuth of Naturally Occurring Pervious Mit erial Does at least four feet of naturally occurring pervious material exist in all areas observed thrpughout the area proposed for the soil absorption system? If not,what is the depth of naturally occurring pervious material? Ceftl^�il I certify that on (date)I have passed the soil evaluator examination.approved by the Department of Environmental Protection and that the above analysis was performed by me consistent with the required training,exportise and experience described in 410 CUR 15.017. Signature Datg , Q: RpTIG1PRRCpORM.DOC fr Soil and Plant Nutrient Testing Laboratory Y 203 Paige Laboratory 1 UMass 161 Holdsworth Way University of Massachusetts E e/y\ten Amherst,MA 01003 Phone: (413)545-2311 e-mail:soiltest@umass.edu website:soiltest.umass.edu Particle Size Analysis - Title V Sample Information: Sample ID: 455 HN Prepared For: H Earl Lantery - Order Number: 30562 H Earl Lantery PE Lab Number: X170530-107 18 Rt 6A Sandwich, MA 02563 Received: 5/30/2017 Reported: 6/2/2017 earl lantery@gmail.com 774-313-9547 Percent of sample retained on#4 Sieve: 29.4 <45% Pass Percent passing the#4 Sieve: Sieve Size Effective Particle Size %Passing 44 4.75 mm 100.0 #50 0.30 mm 11.8 10%- 100% Pass #100 0.15 mm 5.8 0%-20% Pass #200 0.075 mm 4.3 0%-5% Pass Largest Particle Size: (mm) 1.5 <or equal to 2 inches Pass This material Passes Massachusetts Title V Sand determination 1 of 1 Sample ID:455 HN Lab Number X170530-107 r TOWN N BARNS 1-A LL The Board of health has determined that the following restrction(s): CP_ I rV i Be placed on the property located at$S 5 8 UUV NS K't,005-4ap: Lot: as property referenced in the Deed File in BooQ 9 6t I and Page i 9 S at the Barnstable County Registry of Deeds, as it deems those restrictions necessary to protect public health and safety and the environment per the State Environmental Code,Title 5: 310 CMR Section 15.413 (1).. 1, Gl j� r7 t/ r as owner of the property referenced above acknowledg a deed restnction(s)being placed on the property. j o ),O✓ Owner's Sigfiature Date Commonwealth of Mas achusetts County of On this day of 20 before me the undersigned notary public, personally appeared j proved to , me through satisfactory evidence of identi ca ' n, which was &t - to be the person(s) whose name(s) are signed on the preceding or attached document, and a knowledged to me that(he)(she) signed it voluntarily for its stated purpose. o u is My Commission Expires: / \\\��µll As authorized by the Board of Health ��,�� �N A R �<(, .,MiSSip O:N = " �vO•••:rS UAL" r�i � 4�k `'.•'�• �� '�q9Y PUB1.NG BARNSTABLE REGISTRY OF DEEDS rt //111111111100� John F. Meade, Register H. EARL L,ANTERY, PE Consulting Civil / Environmental Engineers 18 RT 6-A, SANDWICH, MA 02563 1-508-888-6021 / 1-774-313-9547 Subject: Abutter Notification of a filing for Variances, etc. per the Barnstable Board of Health regulations To: Abutters of#455 Huckins Neck Road, Centerville Ms Nancy Connor of 455 Huckins Neck Road has submitted a request for variances, etc. to the Barnstable Board of Health for an upgrade of a failed leach pit. The project includes a raised bed leach area to the right of the driveway. The proposed construction is subject to the Massachusetts DEP Septic Code Title V and Barnstable Waste Water regulations. The Board of Health will hold a hearing on this request at the Town Hall, Hearing Room (2nd floor), 367 Main Street, Hyannis on March 28th @ 3:00 PM. The details of the meeting will be posted on the Town of Barnstable web- site. Please contact Health department at 508-862-4644 or my office if you have questions. Sincer yours, H. Earl Lantery, Jr. PE 1-774-313-9547 MA PE Lie. 26,575 Q. N- 5 r, l.• CERTIFIED O Ul RECEIPT m Domestic Maii Only tti M ca WAI&IFIF1161 , . 1Ln Certified Mail Fee c l- $3.35 -.. C15b3 Extra Services 8 Fees(ens*box add fee e ) - -` CIi ❑Return Receipt mardcopy) $ 1 - C'�.,•.. ❑Return Receipt(electronic) $_ kf t f{f4. ... ��"'. 1`°'• 0 ❑certified Mail Restricted Delivery $ 4.�— '''! Postrirar`lr, Adult Signature Required f i� Hera `�_'� t3 ❑ . . ❑Adele signature Restricted Deln�ery s i !�� 0 Postage 81 y $ $0.49 ru Total Postage and Fees $ $6.59 rya sent To - o -�----- � Box�� .-- COU.S. Postal Service T" CERTIFIED MAILO RECEIPT•• . m EASapppltwDlff . Ln Certified Mail Fee M1 $ $3.35 (1563 FxhaService^,BFees(check bor,eddfee p j 3 ❑Return Receipt(trard02 oopy) $ C ❑Return Receipt(electronic) ❑Certified Mall Restricted Delivery $ q OJ FOShnark Q ❑Adult Signature Required $— ��� CID Here. ❑Aduk Signature Restricted Delhrery$ ate.V!t;v 1 0 Postage c_, ' r q- $ $0.49 fY ry r ni Total Postage and Fees Ct3/I Iv t 17 $ $6.59 Sent To \_ NStreet [Nq , - —J� ----_---- -------------- U.S..Postal Service TM CERTIFIED MAIL@ RECEIPT ,_3 Domestic , nly NOWNWN m For delivery in:f 11 CO CEN& U-!M1. Certified Mail g -ee . .. $ $3.35 F�dra Services&Fees radd rg ❑Retum.Reeelpt(hardcopy) $ tee `X 2 4 ❑Return Reoeipt(electonic) $ p r'rt; 0 ❑Certified Mall Restricted Dermery $_�t�— �5r`�oStmark i . [] ❑Aduk Signature Required �v'rc�— @,�.•.` Here ❑ g ature R $ Adult Sin 0 Postage. estrlcted Delivery$ '- $ $t1.49 ruTotal Postage and Fees C13/fjv/2Clj -0 $ 1To $6.59 Sen - a ei---- P Q ?�C { _ Stre +-�-�- ' :rr , AsBuilt Page 1 of 1 TOWN OF BA.RNSTABLE LOCATION �� � � L7 SEWAGE# 4 VILLAGE C sar/G ASSESSOR'S':MAP&PARCEL i d _ INSTALLER'S NAME&PHONE>NO. SEPTIC TANK CAPACITY ow f I LEACHING FACILITY:(type) /. NO.OF'BEDROOMS. OWNER PERMIT DATE:. ).�/'J COMPLIANCE DATE: Separation:Distance Between the: - r Maximum Adjusted:Groundwater Table to the Bottom of Leaehing-Facuity, Feet fivate.watcr Supply Well and.Leaching;Facility(Ifany'wells existon t site or within 200 det of.leaching facility); _ Feet Edge of Wetland and'Leaching Facility(If any wetlands exist wroin f x 30.0`feet of leaching facility) Feet s x FURNISHED BY } s R9'a, .• �rpi ry�� v A`i9r/ Z Sql p � { ` w a 4� http://issgl2/intranet/propdata/prebuilt.aspx?mappar=233048&seq=2 5/23/2018 Town of Barnstable �WE'�"� Regulatory Services Richard V. Scali,Interim Director BARN9� . Public Health Division �En +A Thomas McKean, Director 200 Main Street,Hyannis,MA 02601 Office: 508-862-4644 Fax: 508-790-6304 Installer& Designer Certification Form Date: t E_Z - 11Sewage Permit# c?01?--cZqL Assessor's Map\Parcel - -h J 1 U Zt 9 Designer: L A R L L N l\\[_r F—Ry 'installer: Address: 1�1 1_�r Address: S& N DW I C14 On o1 i [_-�_ _�_i/f[hr,�5 was issued a permit to install a (date) (installer) septic system at E`] H UG k J IV EN E .0 based on a design drawn by (address) ENR-L'1.J-WTT—P'J ?F- dated (designer) 1 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. I certify that the system pkrenced above was constructed in compliance with the terms of the IW approval let s (if applicable) �PLtH OF t14c,, tsignaitt e) o=� goy HARRY N Jt( 9t91!rer1' EARL LANTERY, JR. es er's S gn �ur, y (Affix \e > e�r'r� '\�• ere) S G PLEASE RETURN TO BARNS LE PUBLIC HEALTH CERTIFICATE . OF COMPLIANCE WILL NOT SSUED UNTIL BOTH THIS FORM AND AS- BUILT CARD ARE RECEIVED BY THE BARNSTABLE PUBLIC HEALTH DIVISION. THANK YOU. 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APPLICATIONS Effluent removal, sump drainage, water transfer, flood control Cast Iron Tough Runs Cooler SPECIFICATIONS All cast-iron housing and volute case Rugged,oil-filled motor for bearing resists the most extreme corrosive lubrication and maximum heat Capacities-Up to 120 GPM (454 LPM) environments dissipation Shut-off Head-Up to 95' (28.9 m) Max.Spherical Solids-3/4" (19 mm) High-efficiency Dosing Leak Protection Liquids Handling-Domestic effluent and Engineered thermoplastic or bronze Optional leak probe senses water drain water (optional)two-vane impeller provides leakage past seal(dual seal motors Intermittent Liquid Temperature- ideal performance for efficient dosing only) Up to 140°F(60°C) Jam-proof Thermal Protection Motor/Electrical Data- 1/2 HP, 115V, 10; Enclosed impeller design eliminates Heat sensor overload protection with 1/2 to 1-1/2 HP,230V, 10; jamming between impeller and volute automatic reset when Torque motor cools to a safe operating Powerful Tor 208/230/460/575V,30;oil-filled,permanent q split capacitor type, 10, High-torque, permanent split temperature (single phase only) 3450 RPM,60Hz capacitor(PSC) motor;no starting Acceptable pH Range-6-9 switches or relays to wear out Specific Gravity-.9-1.1 Viscosity-28-35 SSU Discharge,NPT-2"150.8 mm) Housing-Cast iron Volute Case-Cast iron Impeller-Thermoplastic, or bronze(optional) Minimum Sump Diameter- Simplex:24" (61.0 cm) Duplex:36" (91.4 cm) Power Cord-20' PENTAIR , EFFLUENT PUMPS MYERSO ME SERIES F i ORDERING INFORMATION Approx. Catalog Phase/ Discharge Switch Cord wt. Number HP Volts C ctes Size Type Length Lbs. SINGLE SEAL ME50S-11 1/2 115 1/60 2" Manual 20' 73 ME50S-01 1/2 200 1/60 2" Manual 20' 73 ME50S-21 1/2 230 1/60 2" Manual 20' 74 ME50S-03 1/2 200 3/60 2" Manual 20' 74 ME50S-23 1 2 230 3/60 2" Manual 20' 74 ME50S-43 1/2 460 3/60 2" Manual 20' 74 ME50S-53 1/2 575 3/60 2" Manual 20' 74 ME75S-01 3/4 200 1/60 2" Manual 20' 81 ME75S-21 3/4 230 1/60 2" Manual 20' 81 ME75S-03 3/4 200 3/60 2" Manual 20' 81 ME75S-23 3/4 230 3/60 2- Manual 20' 81 ME75S-43 3/4 460 3/60 2" Manual 20' 81 ME75S-53 3/4 575 3/60 2" Manual 20' 81 ME100S-01 1 200 1/60 2" Manual 20' 83 ME100S-21 1 230 1/60 2" Manual 20' 83 ME100S-03 1 200 3/60 2" Manual 20' 83 ME100S-23 1 230 3/60 2" Manual 20' 83 ME100S-43 1 460 3/60 2" Manual 20' 83 ME100S-53 1 575 3/60 2" Manual 20' 83 ME150S-01 1-1/2 200 1/60 2" Manual 20' 84 ME150S-21 1-1/2 230 1/60 2" Manual 20' 84 ME150S-03 1-1/2 200 3/60 2" Manual 20' 85 ME150S-23 1-1/2 230 3/60 2" Manual 20' 85 ME150S-43 1-1/2 460 3/60 2" Manual 20' 85 ME150S-53 1-1/2 575 3/60 2" Manual 20' 85 DOUBLE SEAL ME5013-11 1/2 115 1/60 2" Manual 20' 88 ME50D-01 1/2 200 1/60 2" Manual 20' 88 ME50D-21 1/2 230 1/60 2" Manual 20' 88 ME50D-03 1/2 200 3/60 2" Manual 20' 88 ME500-23 112 230 3/60 2" Manual 20' 88 ME50D-43 1/2 460 3/60 2" Manual 20' 88 ME50D-53 1/2 575 3/60 2" Manual 20' 88 ME75D-01 3/4 200 1/60 2" Manual 20' 95 ME7513-21 3/4 230 1/60 2" Manual 20' 95 ME75D-03 3/4 200 3/60 2- Manual 20' 95 ME75D-23 3/4 230 3/60 2- Manual 20' 95 ME75D-43 3/4 460 3/60 2- Manual 20' 95 ME75D-53 3/4 575 3/60 2" Manual 20' 95 MEIOOD-01 1 200 1/60 2" Manual 20' 97 MEIOOD-21 1 230 1/60 2" Manual 20' 97 ME100D-03 1 200 3/60 2" Manual 20' 97 ME100D-23 1 230 3/60 2" Manual 20' 97 ME100D-43 1 460 3/60 2" Manual 20' 97 ME100D-53 1 575 3/60 2" Manual 20' 97 ME150D-01 1-112 200 1/60 2" Manual 20' 98 ME150D-21 1-1/2 230 1/60 2" Manual 20' 98 ME150D-03 1-1/2 200 3/60 2" Manuat 20' 98 ME150D-23 1-1/2 230 3/60 2" Manual 20' 98 ME150D-43 1-1/2 460 3/60 2" Manual 20' 98 ME15OD-53 1-1/2 575 3/60 2" Manual 20' 98 ►�PENTAIR 2 MYERS" ME SERIES PERFORMANCEPUMP 11.47 Capacity liters per minute (291) 5.12 (130) 0 50 100 150 200 250 300 350 400 450 O I 100 ! 30 _� .-........ .... L... ...L....__ ___.�_..... ___....... 9.63 2"NPT i (245) i _ _ Discharge 80 _ _'_tiv__ 25 A 'C— t ............. .._._........ L N Fjso i ! 20 � F 60 I J'--i—'--'-- E i ' F 15 r40 ............._............._................�...............; .........S3 s.<........._L..._....._ ..._ t , ......... 10 Single Seal 200 0 ° A 0 25 50 75 100 125 Capacity gallons per minute B 0 Double Seal A B Catalog Inches(millimeters) Number A B C F ME50S 16.8 4.09 1.03 12.13 (4271 (1041 1261 (308) ME50D 18.6 4.09 1.03 12.13 14721 (1041 (26) 1308) ME75S,ME100S,ME150S 16.8 4.0 1.06 12.5 (427) 1 1102) 1 1271 1 (318) ME75D,ME100D,ME150D 18.6 1 4.0 1.06 12.5 14721 (1021 1271 (3181 ►(�PENTAIR 3 MYERS6 ME SERIES I SPECIFICATIONS Effluent Pumps—Pump(s)shall be F.E. Myers ME series double seal effluent pumps selected in accordance with the following design criteria: Number of Pumps: Motor Horsepower: Primary Design Flow: Motor Speed: 3450 RPM Primary Design Head: Electrical: Minimum Shut-off Head: Pump—The pump shall be designed to handle septic tank effluent and be capable of passing 3/4 inch spherical solids.The pump shalt be capable of handling liquids with temperatures to 140°F intermittent and shall be capable of running dry without damage to the seals or bearings. Motor—The pump motor shall be of the submersible type rated 1/2,3/4, 1,or 1-1/2 hp as required.Motor shall operate at 3450 RPM and shall be for 115 volts(1/2 hp)or 230 volts single phase,or 200,230,460,or 575 volts, 3 phase,60 cycles.Single phase motors shall be of the permanent split capacitor type with no relays or starting switches.Three phase motors shall be squirrel cage induction type.Stator winding shall be of the open type with Class B insulation rated for 130°C maximum operating temperature.The winding housing will be filled with clean dielectric oil to lubricate bearings,seals,and transfer heat from the windings to the outer shell.The motor assembly shall be of the standard frame design and shall be secured in place by four threaded fasteners allowing for easy field serviceability. The motor shall be capable of operating over the full range of the performance curve without overloading the motor and causing any objectionable noise or vibration.The common motor pump shaft shall be of 416 stainless steel and shalt be heat shrunk into the die cast motor rotor.The motor shall have two bearings to support the rotor;an upper ball bearing to accommodate radial toads and a Lower ball bearing to take thrust and radial loads. Ball bearings shall be-designed for a B-10 life of 50,000 hours. A heat sensor thermostat and overload shall be attached to the top end of the motor windings and shall be wired in series with the windings to stop the motor if the motor winding temperature reaches 266°F.The overload thermostat shall reset automatically when the motor cools to a safe operating temperature.Three phase motors shall be protected by 3 leg overload relay in control box. Overload shall be of the quick trip ambient compensated type and shall have manual reset button. Power Cord—The motor power cord shall be SJOW or SOOW.The cable jacket shall be sealed at the motor entrance by means of a rubber compression washer and compression nut.A heat shrink tube filled with epoxy shall seal the outer cable jacket and the individual leads to prevent water from entering the motor housing. Shaft Seal(Single Seal)—The motor shall be protected by a rotating mechanical shaft seal.The seal shall have carbon and ceramic seal faces lapped to a tolerance of one light band. Metal parts and springs for seals shall be 300 series stainless steel. Shaft Seal(Double Seal)—The motor shall be protected by two(2)rotating mechanical shaft seals mounted in tandem with an oil filled chamber separating the seats.The seals shall have carbon and ceramic seal faces lapped to a tolerance of one light band. Metal parts and springs for seals shall be 300 series stainless steel.Two electrical sensing probes shall be mounted in the seal chamber to detect any water leakage past the lower seal.The sensing probes shall be connected to a red warning light in the control panel.The warning light shall serve to indicate a seal leak condition and shall not stop the pump. Pump Impeller—The pump impeller shall be of the two vane enclosed type.The impeller shall be constructed of engineered thermoplastic or optional bronze.A stainless steel wear ring shall be molded into the neck of the plastic impeller to provide a sealing surface.A replaceable Buna-N sealing cup shalt effect a seal between the volute and impeller in order to maintain high efficiency and prevent recirculation.The impeller shall be threaded onto the 416 stainless steel pump/motor shaft. Pump and Motor Castings—All castings shall be of high tensile strength Class 30 gray cast iron.Castings shall be treated with phosphate and chromate rinse and painted with a high quality air dry alkyd enamel. Fasteners—All exposed fasteners shalt be of 300 series stainless steel. ►� PENTAIR USA CANADA 293 WRIGHT STREET,DELAVAN,WI 53115 WWW.FEMYERS.COM 490 PINEBUSH ROAD,UNIT 4,CAMBRIDGE,ONTARIO N1T OA5 PH:888-987-8677 ORDERS FAX:800-426-9446 PH:800-363-7867 ORDERS FAX:888-606-5484 Because we are continuously improving our products and services,Pentair reserves the right to change specifications without prior notice. 0 2014 Pentair Ltd.All Rights Reserved. M9023SSE 104/30/14) SRA Lift-Out System http://www.femyers.com/ResidentialProduct_my_se_sw_SRA.aspx RESIDENTIAL ENGINEERED Customer Access HELP AA,—.' myMC, PRODUCTS RESOURCE CENTER ABOUT WHERE TO BUY SEARCH ea Print A Myers / Myers Residential / Myers Residential Products / SRA Lift-Out System PRODUCT IMAGES 1 Model SRA Lift Out System t 1-1/4"to 3" Lift-Out Rail Systems for Myers Sewage, Effluent and Grinder �� 3 : Pumps The Myers'SRA Lift-Out Package Makes Installation And Service Of Grinder,Sewage And Effluent Pumps Safer And Easier.The SRA Adapts To Nearly Any Vertical Discharge Wastewater Pump From 1-1/4"To 3".Support Brackets Are Stainless Steel For Sewage,Dewatering Or Effluent Pumping Applications. KEY FEATURES Lift-out rail system offers ease of service and reinstallation Eliminates need to disassemble piping to remove pump No need for personnel to enter basin when service is required Dual rail guides pump to automatic leak-proof connection and to the surface Offered with or without check valve Handles 1-1/4 in.to 3 in.discharge pumps Corrosion-resistant construction for long life and ease of service Heavy-duty cast iron construction Choice of galvanized for stainless steel brackets for sewage 1 of 3/21/2017 1:12 PM SRA Lift-Out System http://www.femyers.com/ResidentialProduct_my_se_sw_SPA.aspx or effluent service ensures parts will not corrode together Positive machine fit with 0-ring seal a SYSTEM INCLUDES: Mounting base Lift-out elbow with check valve Guide plate Fasteners and O-rings WARRANTY Whichever comes first: 12 months from date of original installation,or 18 months from date of manufacture See your dealer for details SPECIFICATIONS RESOURCES ELBOW SIZE: Varies by Model GUIDE PLATE: Stainless Steel or Galvanized&Stainless(Varies by model) LIFT-OUT ELBOW W/CHECK VALVE: Cast Iron(or bronze for explosion-proof) MOUNTING BASE: Cast Iron FASTENERS: Stainless Steel O-RINGS: Buna-N GUIDE RAILS: 1"or 3/4"Stainless Steel(Varies by Model) TOP RAIL SUPPORT: Varies by Model CHAIN: Galvanized/Stainless Steel(order separately) _ ............. __..... ......... ................. __....... ......- CONTACT US BECOME AN AUTHORIZED DISTRIBUTOR CAREERS TERMS OF SERVICE PRIVACY STATEMENT Copyright©2017 Pentair Ltd. 2 of 2 3/21/2017 1:12 PM - FEE / COMMONWEALTH 0 MASSACHUSETTS Board of Health, B'RN S TAEL.E. APPLICATION FOR DISPOS TEM CONSTRUCTION PERMIT Application for aPermit to Construct( Repair( ) Upgrade Abandon( 0 Complete System Vidividual Components Location zi'1�9 FI UK l N S N T-C-K 'RD Owner's Name �j �-I N W O R Map/Parcel# 2- 3 1 / 0q�B Address 4�51S 1"1 VO K 1 N S N EC K RL- Lot# 14. Telephone# S ®$- 3 GAL 31 UL Installer's Name \W AL i—Li� M RK T- Designer's Name F-AR L L AN'T 1:RN FE Address Address 19 RT 64Aj 5A&Q\,\J t CH MA Telephone# Telephone# .l % 13`QI 5'�1 Type of Building & I ►v QLL FIMA1 LY ' LotSize o i�®® sq.ft. Dwelling-No.of Bedrooms TWO. - Garbage grinder( ) Other-Type of Building No.of persons . Showers ( ),Cafeteria( ) Other Fixtures Design Flow (min.required) 2 E® gpd Calculated design flow C� -5 q Design flow provided2 3q gpd Plan: Date rr� `�^ ,[ 1 OF �umber of shheets_ Revision Date 2 i Title L W C DLSIG1\1 Description of Soils) 1 U-4 L" L SAKI � A`o✓, Ll;KSAOT-St IT Oil 12D IMI ('_ Soil Evaluator Fo No.. �"►� 1R me of Soil Evaluator L L ANT ERY Date of Evaluation + z DESCRIPTION OF REP �L FAI.LED P I I W i 1y- 14 Z Ell Co L - 5 -PLC MP The undersigned agrees to install the abp7pescribed Individual Sewage Disposal System in accordance with the provisions of TITLE 5 and further agrees t of a the s e operation until a Certificate of Compliance has been issued by the Board of Health. Signed J." Date Inspections. —-------------------------------------------------------- ./ �C.7'" � �7i -e Y u" .. •t h � �•'��.p+T:. .ti...�a µ;C a �� No. FEE COMMONWEAUM Off_ ASSACHUSETTS ;.. Board of Health, ?VIA )SA - S/YS. PERMIT Application for a Permit to Construct()'Repan•(',) Upgrade ,(I Abandon( - 0 Complete System 2ndividual Components FMLc(.t# cation UCK R�J Owner's Name + ®R ap/Parcel# Z 3 3 I � � t8 Address ` 5E 1"1 VC K t 1 M S/Vr E-C � /4-a Telephone# 5 r0 b l h• G Installer's'Name W ALTC[� gv RKT_ Designer's Name L ARL L P\NTLR`i PE a } Address J r Address ' �j-A� 5ANDW ` C H M j� Telephone# '�- Telephone# Type of Building S I N ,123l-E- FA�A 1 LY n n,l t W Lot Size t O r7n O sq.ft. Dwelling-No.of Bedrooms T '� ,t r Garbage grinder ( ) i Other-Type of Building ,, ' No.of persons Showers ( ),Cafeteria( ) Other Fixtures Design Flow (min.re' wired) gpd Calculated design flow Design Design flow provided 3q gpd -_Plan: Date Number of sheets 1\ Revision Date' _ n 5 ' 2�L Title . r Description of Soils L3•M.5Jk� DTSl U LY11 l20"MI C 54WD Soil Evaluat For me of Soil Evaluator E. L AN T E RY Date of Evaluation Y� .2 35 a r DESCRIPTION O V. PLN�UI FAILED Pi i w ►TH _Z = g'��z ' , :� ��' � n` P C_ L_ G. /� � OC7 Cy Pe 1-,AURP WE s P"�s P CIC� , 4. The undersigned agrees to install the abbodescribed Individual:Sewage Disposal System in accordance with the provisions of TITLE 5 and further agrees,tq of t� ce the sy fe 'm operation until a Certificate of/Complian/ceeyhas been issued by the Board of Health. Signed" 1�i�i�r`/" "� Date ?l�6 / �/ 7. iInspections w � v No. �✓ FEE G-J �1�3 Board of Health, l3 1�I�1 STF\B LC ; MA. k' V CERTIFICATE Of COMPLIANCE � � -Description of Work: VIndividualComponent(s) ❑Complete System ` The undersi ned hereb certify that the Sewa e Disposal System; Constructed ( ),Repaired ( ),Upgraded (Abandoneded ( ) at 1 t � , has been installed in accordance with thejProuisio/n/s of 310 CMR 15.00 (Title 5) and the ap roved design plans/as-built plans relating to application No.�r/," `� dated ���/l/ 7 Approved besignVOW L)��(gpd) Installer W• y�.K� 1, 1 I � n r I Designer: Y_ - L K N)T�R'V PIE Inspector: �-� ` / ` `h� ��` Date: 1-211 11 The issuance of this permit shall not be-construed as a guarantee that the system will function as designed. 1 No. f �f / Y_.. E FEE 116 COMMONWEALTH,Of TIASSAC14USETTS Board of Health, ' F1 AIR N 3 T fk&E,MA. rt ,-/➢ ISPOSAL SYSTEM CONSTRUCTION PERMIT Permission is hereby granted to; Construct( ) Repair( ) Upgrade(V) Abandon"(-) an individual sewage disposal system at <i EE I_I U RYA I 5 N L 1P K RLl C t1_Y\ E_RV J L L as described in the application for hJ Disposal System Construction Permit No. '�/ ` j dated f l �/ 1 Provided: Construction shall be completed within'three years of the date of tffis permit. All local conditions must be met. Form 1255 Rev.5/96 A.M.Sulkin Co.Charlestown,Mn Date 7h))J ` Board of Health TOWN OF BARNSTABLE •LOCATION � � k� /r-q,-1-(, V SEWAGE# 6),0I 7 off'-N ` VILLAGE C <1//B 4/ LC ASSESSOR'S MAP&PARCELC273 'off INSTALLER'S NAME&PHONE NO. 'j () U �'5 0XChll&WA j1�/ SEPTIC TANK CAPACITY �. LEACHING FACILITY:(type) - Qd 6r,11h, el(size) 9 1 I NO.OF BEDROOMS OWNER v PERMIT DATE: '7 p j COMPLIANCE DATE: Separation Distance Between the: Maximum Adjusted Groundwater Table to the Bottom of Leaching Facility Feet ,Private Water Supply Well and Leaching Facility(If any wells exist on site or within 200 feet of leaching facility) Feet Edge of Wetland and Leaching Facility(If any wetlands exist within 300 feet of leaching facility) Feet FURNISHED BY 4 5q'� A 3 b TOWN OF BARNSTABLE LOCATION ��S�C� k/ IVS &1 0k R p SEWAGE # VILLAGE GL`A/Tl-f/+2 lill L 1 ASSESSOR'S MAP & LOT o 3/we, INSTALLER'S NAME & PHONE NO. . , R om C© m 8En 773 " SEPTIC TANK CAPACITY o O 6;H L LEACHING FACILITY:(type) (size) (; 7 r NO. OF BEDROOMS PRIVATE WELL OR(PUBLIC WATER_ BUILDER OR OWNER C lM rO tV W1 C-1! r t'A 1SfR DATE PERMIT ISSUED: DATE COMPLIANCE ISSUED: VARIANCE GRANTED: Yes No } � o s � o rAN t-1 p"X rt `pia�ti Septic System Concerns and Issues—Buyer concerns 455 Huckins Neck Road Centerville, Ma. 02632 1. Old Tank is below ground water and not water proof. 2. Therre is sand in the pump chamber. 3. The pump Chamber is too high in the ground thus the pipe going into the pump chamber is too low (22 inches). The alarm goes off at 26 inches therefore the alarm will not go off (possibly backing up into home). The pump chamber set lower will be lower than water table so this chamber should be waterproof. 4. Retaining wall is too close to the stone in leach field (cuts off ability to leach). Not according to approved plan. 5. There is one float valve which controls off and on instead of 3 float valves—one off, one on, and one off and on. 6. Sanitary T with a filter and cover to grade must be installed. David Curley, buyer, received the following above information from Michael O'Loughlin, certified License Installer/evaluator. Mr. O'Loughlin designs septic systems in conjunction with an engineer. In my opinion, the owner should be aware of the above concerns. Thank you. David Curley. Td Architecture Planning 4/4 3 „ 10'-10" 3 M� q/4. Interiors, LLC A302 M00 A301 '� 7925 Glenbrook Road,Suite 9-C 50'BUFFER ZONE� q3/4"� 10•_1a' '° 10'-10" 3'-8" 50'BUFFER 20NE Bethesda,MD 20814 j r-- (301)951 7933 — —� '—' - -♦ -—-—-—-—- E-Mail:info@noaarchitects.com I PROVIDE EW SEPTIC UNE AS INDICATED ON SITE PLAN moo 3a a I I I — www.noaarchitects.com Y4' I I 1 30.-0y4' 4" /y2' 2'A g,03 „ tOYZ' g,03 10 , A' 22'S _Y2" /a 3 75 ' r e'/ Y'/2 y2, �� 1 O' h' /2 j 1Y2 2'-8y2' 1" 9'-0�q" 10Y2' 9'-03/q" 10 /." „' 1 I the c Architecture Planning Interiors"retains jr °� /2 j =N ——— — ———— ———�8—- Y2 18.11Y2 i the copyright to this drawing no part of which 2' 4' X2� b can be reproduced without the permission of TT_ "NOA Architecture Planning Interiors". N 1A 1 1C N j II m W10M ® 1048 ® ,�, H j I Verify all dimensions and conditions in the field J _ OA _—_ ________ >� N ;; I _ N DECK 1 — — and report any discrepancies to mme — _j ���� __�___ ___ -_,� andArc prior to performing Interiors"rel immediately q q /<� �` _— — and prior to pertorming any related vrork. ENCLOSED PATIO l s SUN ROOM pY _'__' - j STRUCTURAL ENGINEERS: 11 104 0 MICHELE CUDILO,P.E. 001 a Ll L 1 CENTERVILLE,MA 02632-1979 F' QED [o N IL_—— J.. r? o Y TEL:(508)737-8521 1D j E ® 1 1- tN'-1"VIF t3'-9"VIF 1 6 -cr ----------------------------- 0 YER VENT I I ev - I —————— 003A ---- E E t9'-13/8 3'-10' I cv OVEN —_ - 10 t17.113�"VIF 71 NEW BATHRM EXHAUST - + ----- REPLACE GAS GAS FLUE + BATHRM EXHAUST E 4 v REPLACE EXISTING WD D EXISTING RNAC MW GAS FLUE /4 PANELING W/NEW DRYWALL PANELIN (TVP ALL AROUND) W W/NEW QQ- u. E SHED DRYWALL 0 > {y�r E (TYP ALL + - } �< DINING p� � OFFICE E E'r' REPLACE EXISTING AROUND) E °i ROOM R YE COUNTER AND R PLACE EXISTING 103 E 106 ,07 SINK WI V CTR T ILET W!NEW 0 L O O KITCHE BATH E ———— ———F6Mi R PLACE EXISTING * ELECTRIC Q ROON� E COOKTOP SHOWER W/NEW COOKTOP ASD, E——————————————E E DPORS E NEW GIA55 A502 ASOS aOo 36 RE --------------___ E �----------- ——— —_.__.__ t11'-1"VIF E E AE02 (2)-- -- —__—� —_ �--_—_—_—_—EX16TiNG--_ — _--EXieTIN6 ——————————— E ATTIC E E EE E E �,______REPLACE EXISTING ACCESS ATTIC 455 HUCKINS NECK RD FAMILY ROOM {QO}o{R��4 w.�/NEw ABovE - ACCESS 002 EY E`F'� E EMI __J ABOVE CENTERVILLE CONVERT E 102 NCO O EXISTING FIREPLACE LIVING WHICH WAS REPLACE EXISTING WD 1(> STUDIO/ ROOM E E E MA 02632 CONVERTED TO PANELING W/NEW DRYWALL WORKSHOP 1oz PROPANE (TYP ALL AROUND) FIREPLACE, 003 O E — BACK TO WOOD E FIURNINGREPLACE E --- E aNOFAwu3,T Eorsu BEBDROOM#1 E REVISIONS DATE ELECT PAN L ------ E E ABV cTR E EN wool — — E - W102 E 100. W108 E I ———————— ————— 2'-1 T O 0 1 N FLOOR PLANS I 100'BUFFER ZONE 100'BUFFER ZONE 1 1 DATE: 1.7.2019 SCALE: AS NOTED O Z SMacSaRBONDPECTOR JOB NUMBER: SMOKE 8 CWN DETEMOR. PPWERE0,HTEPCMC1ED WI 5A7EW SAW?-LOCATE d'd•MAC N.FROM RA RESISTERS 2 FIRST FLOOR PLAN / 1/4"=1'-0- o PROJE1—i NORTH PLAN LEGEND G WALL TO REMAIN 0' 2' 4 8' 16, Al 00 I I I I I NEW WALL 1 BASEMENT LEVEL PLAN --_= WALLS TO BE DEMOLISHED GRAPHIC SCALE 1/4"=1'-0" Architecture Planning A� A300 A10, A3D MOD A'0f SO'BUFFER ZONE Interiors, LLC 7925 Glenbrook Road,Suite 9-C Bethesda,MD 21)814 (301)951 7933 t E-Mail:infoanoaarchitects.com 3o'�y4' A100 1y2 2,�1i�, ,,, 9'-03�4, 10yZ' g'-03�<, toh. 0,_7 8„ ,�.2,�1n, 17(Z„ www.noaarchitects.com �2 2 — _— —- the c Archttecture Planning Interiors"retains � the cropyright to Ihie tlrawing no part of which to-- can be reproduced wRhout Me permission of 'NOA Architecture Planning Interiors". �j Verify all dimensions and conditions in the field 4%8 BEDROOM 2 `iMlJRO and report any i iecrepanciea to"NOA 2p, Architecture Planning Interiors"immediately and prior to performing any related work. 17 N STRUCTURAL ENGINEERS: MICHELE CUDILO,P.E. t7 m WZ01 N 123 COTTONWOOD LN., s CENTERVILLE,MA 02632.1979 TEL:(508)737-8521 fv —, 11 II BATHR Ll - to _ _ ___ 2ND FL SATHRM I NBC I II VMC R —_ D�_—_—_—_—_—_—_—_—_—_ ----- � 00 SSTL FURNACE ® KITCHEN CHIMNEY EXHAUST ATTIC O 2 073 11 A502 A504 � I a1 1 A502 -—- -—-—-—-—-—t0—-—-—-—-—-—_ —-—-—-—-—-—-—-— — a—-— —-—-—-—-—-—-—-—-—-—-—-—-—-—-—-—-—-—-—-—- EENEW ASPHALT NEW SSTL SINGLE R OFING_/ 455 HUCKINS NECK RD CHIMNEY CAP CENTERVILLE MA 02632 + REVISIONS DATE NEW PREFIN ALUM GUTTER 100'BUFFER ZONE FLOOR PLANS 1 A503 A503 DATE: 1.7.2019 SCALE: AS NOTED JOB NUMBER: 1 SECOND FLOOR PLAN 2 ROOF PLAN PROJECT NORTH PLAN LEGEND A 101 a' a. EXISTING WALL TO REMAIN 0' 2' 4' 9' l6' ---_ NEW WALL WALLS TO BE DEMOLISHED GRAPHIC SCALE C,�fiU>~ .0 I�IATE�6>�L .� 5 o dV!�lD -�= 4�_� LCCI�IS���CWEIR �T n�.�!� E �\1STC r^ ro t GIB,`\LAC _ _. -- i t w ►„► ` of C7x 6"Ht14 13,ty Nx ovGi�- „M1 Cam./ '.ti U1 l�O�.�S o �� r �AC ,,, ._._ I I t 1 3 b �I foR L _U p ----- - — i-- j - - I �; ,I �r I_ _ `R"RLTA! N G WALL 7i. CON 5�l Ci Cr Al l t ' �- 1-4= MAPU { CNAI�k�ERS C�- `I o.c� r ' _ r ii `; •r �f� Ctr1 AMBI R 314 i 0!1/2` 51O�1 1VOTES: I W p !� • ,,.� r.___.�'__ y-qn 1--�' • � CL\NTM N M NT A ( ; 3y p 1. Disposal System to be constructed in strict accordance with Commonwealth of De,e--,. ot- '. 1 1 ; Mass. Environmental Code —Title V. eon otTlu 2. This plan is for the sole purpose of construction of a septic system. 3. Contractor to call Dig-Safe 72 hours prior to beginning of excavation. 4. Pump existing pit, fill with sand and abandoned. I „rcr 7, t� - 1 5. Pump existing septic tank, check tee's and gas baffle per Title V. ' 6. Contractor to field check invert of outlet of septic tank. ` 7. Bench mark is garage floor @ garage door, elev. 37.9. f00 �; `�yip 8. APN is 233/048 for the Town of Barnstable. 9. Locus is served by Town water. = ,� 10. The plan view is based on survey by Richard Law, RS and recorded 1. Barnstable Reg. of Deed as plan bk. 163, page 59. } '� ``—� f 11. Install a 500 gallon pump chamber with a Myers model ME3, 112 hp cast iron effluent pump with an SRA lift-out rail system. See attached secs Hand di backfill g and tr ench � � ench from septic ��ri�`to the pump chamber. I „ 12. Set the floats: Of-i�loat @ 6 , ON float @ 18 and the ALARM float @ 2 6 . ;�- / 12. Remove all impervious materials from a 32'x 19' hole to ELV. 39.0. _ 13. Construct a 32'x 10'x 8" wall with a 40 Mil vinyl liner. Top of wall elevation is 43.5 and bottom of wall elevation is 39.0. Back fill with double washed sand to elevation 40.0. o 14. Use 2-5'x8'x2' H-10 leach chambers with 2' of W to 1 Y2 " doub!.e washed stone on sides and 3' on ends with filter fabric on top. Vent SAS as shown. 5. Grade, loam and seed all disturbed areas. 1 "D a. ' L:..q�1. ^r '`•�_ "_ _ i HARRY yGn I EARL m L FRY, 1R. L'D^N1X 5A, ln o �F 2 � O I 4C). 6 1 .� I � A- 3 2_5`/ 5 /4 3 ( !;, L Pt2 �rd. RF-V 5-�C�I i U l:'iL F �. '1�1� C�`Y"fI�I4 JtI! Sw 'r v i.::'� _ t 5 Ll� _. C. iS 5CAI- 3o VY 2_5 ,1 6 MRS- 1VANC`> C ON�OR ; �i. . �" :~� hai� - i3, ✓�.( x 5T LEUND A 4rS5 BU C-KI NS IJEC K RD, L'EACr• Pl'G l•-lR 5 . s-\.5.� �1 �� � -5 xl3 Z rC,L_ �.'WnH3 a�SToi�CoN ENDS .�--- ,cam... ��xl,fi�vi; c:DtsToU�.-; � Ct N 1�RuILL� L�= 7 L f.-TiVE 0E,m � .t�' b��TQNC nn, 51DES . -14Z - 5_0 ( tJ A 5���E 1A T L 5 ` -�- ` ��__ 3 �0a .S��)LT_ Eht�'R i -s- Z . t�l_ CAPAC IT L -QH GALS . �� = —ED 5- 17-17 SANL )VIA I�aN ,DC5MA1RAtq, R.­ 3;AT C _+ 01 ADDRESS: 455 HUCKINS NECK ROAD, CENTERVILLE, MA 02632 \ - \ wi SUBDIVISION NAME: N/A ___ - ` 1 ttatt�asvay's J �I y rcotLU. \E\ ��q Holawa✓'s Ponct North _I MAP: 233 /BLOCK: 048 / LOT: - )~~ -� `�r� SITE Pond South OWNER: DOUGAL MCLAURIN, MELIS ANAHTAR, YAVUZ & NURAY ANAHTAR ,f!_- / I \ 23 SIDNEY STREET APT, 205, CAMBRIDGE, MA 02139 � � r ...Y `• / 1. 1 � \ \ ENGINEER: PI CONSULTING ENGINEERS 12154 DARNESTOWN RD, SUITE 622 _ ATIUCKSLAN \ \ �(" GAITHERSBURG, MD 20878 � I� Eearse SwaNuw \`s I ZONING: RD-1 ; y Pone! PW+d sQ, 7� , / ! LOT AREA: 0.47 ACRES WITH 2 BEDROOM HOUSE ; \ \` 1 � NOTES: 4'�3 fl 1. THE PROPOSED RELOCATION OF THE TANK SHALL BE IN ACCORDANCE WITHr PROP. ED E OF PAVEMENT` COMMONWEALTH OF MASSACHUSETS ENVIRONMENTAL CODE TITLE V. 'ti Wea eg,et 2. THIS PLAN IS FOR RELOCATION OF AN EXISTING SEPTIC SYSTEM, AND SITE GRADING. �� \ PROP. PAVEMENT I \ I r - �' '\0� X I I 3. CONTRACTOR TO CALL DIG SAFE 72 HOURSPRIOR TO BEGINNING OF EXCAVATION. t , �-• p I� ls / — — ` (SEE DETAIL ON THI�SHEEN I \ j 4. PUMP EXISTING PIT, FILL WITH SAND AND ABANDON. 5. PUMP EXISTING SEPTIC TANK, CHECK TEE'S AND GAS BAFFLE PER TITLE V. VICINITY MAP / 21' - 6Y" 42" 4230 REM�VE EX.STAIRS SCALE: 1" = 2000' z 5 6. ELEVATIONS AND INVERTS ALONG THE EXISTING SEPTIC LINE HAVE BEEN OBTAINED / / PROP.DECK ` I 4 42� 50 42 I I I <X E� U X5PK FROM THE APPROVED SEWAGE SYSTEM DESIGN PLAN BY LANTERY ASSOCIATES / I" 4 I I / .A' 0\ DATED 06/05/2017. 'Cr \ % 42� � �� � I � TB / PROP. BLDG FOOTPRINT I j 42� I 1 ) 1 I_ 7. CONTRACTOR SHALL FIELD VERIFY INVERTS OF SEPTIC LINE AND OUTLET OF SEPTIC Jry� \ / j - 42� I / I ( / I f 77 1 TANK. 12'-11" f / REMOI/EAND DISPOSE OF I �, \ I I I I l 1 EX. SEPTIC TANK 8, -4y2' I , I (� I , ^ 8. RELOCATE EXISTING SEPTIC TANK, AND CONNECT TO EXISTING SEPTIC LINE V� iTH THE LIF GEN D \ 5 �r's . / 4a 9,6 V J \io 11INSTALL PVC PIPE _ I I I I DISCONNECTED PVC PIPE .AS REQUIRED k � = I_ IMATCH EX.TOP OF n 9. BENCH MARK IS TOP OF CONCRETE BOUND. EXISTING CONTOUR WALK ELEVATION.3 PROPOSED CONTOUR 45" I " I 10. LOCUS IS SERVED BY TOWN WATER. - L t p I 25 I f I / Q I X 12.34 EXISTING SPOT GRADE \ c: 11. THE EXISTING SITE PLAN VIEW IS BASED ON FIELD SURVEY BY J.M. O'REILLY & so i Concr wo m \ 60 PRO .RETAINING WALL I 1 x-a\ 42— PROPOSED SPOT GRADE \ \ SIa4 o �, ASSOCIATES, INC., DATED 09/05/2018. o OVERHEAD UTILITY SERVICE �� Sta�" fi' \ 0 7, -g4Tw �--KEMOVE EX,ASPHALT 12. GRADE, LOAM AND SEED ALL DISTURBED AREAS. ST SEPTIC TANK \ I w 44 / PAVEMENT DB DISTRIBUTION BOX C5' \ z \ \ \ I � Three i I / SAS \k OW3\\ � � W Seasons REMOVE(ABANDON 45 I 1 45 � / � 1 -- - - _ SOIL ABSORPTION SYSTEM EX.SEPTIC LINE I ASPHALT PAVEMENT Reserve RESERVED FOR FUTURE \ / �� . I I Kim EL=4 1 .7± 1, \ EX.\BLDGFOOTPRINT Room i ! / 7 ,r1ATCH EX. ASPHALT SECTION Brio � � UTILITY POLE \ 45 / warden Planter / _ 45 !i IN EXISTING DRIVEWAY) y - ® CATCH BASIN \ I - Exrst. -� aa. / Rock Ketammg Will, Shed - / / 8"•12" AGGREGATE OR STABILIZED BASE FIRE HYDRANT \ I CONNECT TO I �� ;- —\ ■ CONCRETE BOUND, FOUND a�, 4 EX.SEPTIC LINE ' ^ '� i ,� o I -- ---; -------- APPROVED SUBGRADE —X—X— LIMIT OF WORK hearse rond 1 �OW4 X � � + Great Pond ��� \ \ \/\ ;, o o � FENCE (A ) EMOVE E RETAINING WALL // // // // // // /� den Planter / INV IN=36.5' ` �S-�/ (R 2� �\ \� \� \� \� \� \� \ ,N EDGE OF CLEARING AND SALVAGE STONE FOR P # c I \ I / I O �3 p11C LINE EX. PUMP PROP. R AINING WALL z U �, NEW SE U PROP. ASPHALT DRIVEWAY SECTION I I � I � I �� 1 � CHAMBER /� � I 3el /� r / l N NOT TO SCALE / 20" dolly Tree IN\rOUT=36.25' 10 i l I 30-FT SETS � 52 _ _ 52 I 0-FT r PROP. GALLON MONOLYTHIC CONNECTrTO AC � EX. HOUSE PROP. GRADE EX. PUMP CHAMBER U I SEPTIC TANK(H-10 LOADING) ' , , / - I EX, 500 GALLON .� w PROP. 1500 GALLON MONOLYTHIC PUMP CHAMBER 48 SEPTIC TANK (H-10 LOADING) .. . . .. . . .. . . . 48 I I P 4A,PK �� � EX. LEACHING Eovvq i i l REMOVE AND DISPOSE OF i rT < FL= 51 .5+ (AsSr�mPd datrir+�i EX. 1000 GALLON SEPTIC TANK 44 _ ' 44 - / 1 / V E`Ige of clear, / Approximate Location of II / I 40 LL . . CONNECT TO 40 X4 .4 -� _ ' Existing Sewage Disposal System II II /-- - -- 1__ I I I I : INSTALL PVC PIPE EX. PUMP (Per BON Records) I AS REQUIRED CHAMBER / RW J J I I MIN 1% SLOPE 36 v I i / o �-- �-� 36 ' 1 �/ ` / // ,V.ENT I i �� II (I INV IN = 36.5 ven INV OUT - 36.25' 32 32 / 0 10 20 � / Feet 30 + + + + + 30 l 0+00 0 25 0 50 0 75 1+00 1 25 1 50 1+ 5 Cb o SEPTIC LINE PROFILE 0 SCALE: 1" = 20' (H) ill ' ( ) — dge Of Abutter PROFILES FOR SEPTIC TANK AND PUMP CHAMBER ARE ONLY FOR GR PH CAL PURPOSES, AND Cb t� „ ;. .a 11rrro�rra�� ACTUAL SIZES WILL BE VERIFIED IN THE FIELD DURING CONSTRUCTION. REVISIONS 1\NG Pi E NO. DESCRIPTION DATE BY OF AQSs9 SITE GRADING & SEPTIC TANK RELOCATION PLAN SCALE: AS SHOWN P' o� CANER CELIK SITE IMPROVEMENTS AT Consulting Engineers 455 HUCKINS NECK ROAD - CI rn. SHEET 1 12154 Darnestown Rd, Suite 622 CENTERVILLE, MA 02632 v 455 HUCKINS NECK ROAD OF 1 Gaithersburg, Md 20878 (301) 951-7933 - �F (301)631-4459 ��� SIOVAI�C��'1��� �o� �P� CENTERVILLE, MA 02632 P20181012 info@piengusa.com 2ND ELECTION DISTRICT 01/07/2019