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0122 ANNABLE POINT ROAD - Health
``ll'.2 ANNABELLE POINT RD, C-VILLE 1 I 1 � .I/A it 12534 016OU HASTINQS.ON C= BEB3 BATH L_ IV KII- CHEN BECK LAKE ENCLOSED PORCH BEB1 BEB2 R ❑ UGH EL ❑ ❑ R PLAN 122 ANNABELL E P ❑ INT R ❑ AB EXISTING 3 BEBR ❑ ❑ M t a c 46) No. _/y'—' d � Fee '.l'`l THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: l PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTi Yes 01pphration for bisposal 6pstem ConstCULtlon prrmit Application for a Permit to Construct( ) Repair Gm/upgrade( ) Abandon( ) 2/complete System ❑Individual Components Location Address or Lot No./22 ' ,?,Qe '0 -j s— Owner's Name,Address,and Tel.No.,0 aX- CakfO6+-r%lai`� .via��sL Assessor's Map/Parcel Z/., InsWler's Name,Address,and Tel.No.- 7',- Z �?-r- Designer's Name,Address,and Tel.No. so P- mf iCa��S, �'�tl�� �'ac/ .i'B�Fy'� S".2vs�.•c� �`9ye'vFes•�:cy cec..rasz'a.r �3YJ r i G[/. ivy 'f Type of Building: Dwelling No.of Bedrooms 3 Lot Size 2 sq.ft. Garbage Grinder( ) Other Type of Building No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.required) ✓3 O gpd Design flow provided 3 -3 3, 115' gpd Plan Date /�f/g Number of sheets Revision Date Title e �a Gv - SAS >✓:✓is i o Size of Septic Tank /,5 Och Type of S.A.S.,✓ ,`a/- _,Description of Soil �2tY'�� ��Gir -71 Nature of Repairs or Alterations(Answer when applicable) Date last inspected: Agreement: r 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. Date /I T Application Approved by � , Date i c Application Disapproved by Date for the following reasons Permit No.o I Lil — 09.E Date Issued 3 I I ?,►i - - T. ' No.A 09-1 Fee 0l6 0� / j THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: Yew PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE,`MASSACHUSETTS 01ppYication for Disposal 6pstem Construction 3permit Application fora Permit to Construct( ) Repair(rir Upgrade( ),Abandon( ) Complete System ❑Individual Components Location Address or Lot No./?Z sr nq/>/� f 4,'a t Owner's Name,Address,and Tel.No.4 aO. • s Ce k -,/la Assessor's Map/Parcel Installer's Name,Address,and Tel.No.,1'"-0,:7- Designer's Name,Address,and Tel.No.Sa 3 WI- Designer's ifo.t.i. �'vi✓c loc/ SP✓FiG Se.s�i�� -eri%y war4.r L!/. ��-�Crs*L�+ /.� lu�S� /'/-./-/sJ.." /Ic✓. .�oi.•s1i"/s+.F+ Type of Building: Dwelling No.of Bedrooms j� Lot Size ;�9, ®o sq.ft. Garbage Grinder( ) Other Type of Building No.of Persons/ Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.required) 3 3 O gpd Design flow provided 3' 3 ,�/, G gpd Plan Date /�1�• Number of sheets Revision Date Title ',' 5 /�:!viS h• - Size,of Septic Tank /S d p Type of S.A.S. DescriptionoSoil - d^t Nature of Rep�,rs or Alterations(Answer when applicable) L ti Sf ,�/ ,%,� s/✓,� �t G/ �G-� Lj lss if, /s�/ is V►e� _�'z". Dast �ed �(1 Agreement: �Pr 2r f The undersigned agrees to ensure the construction and maintenance of the afore described on-site sewage disposal system in i . 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. / Signed '' Date ,�/! } 1 ' Application Approved by u Date r//[ Application Disapproved by ^ Date 3 .. for the following reasons !� Permit No.1?O 161— 093 Date Issued__��1 ) .31 y . . THE COMMONWEALTH OF MASSACHUSETTS BARNSTABLE,MASSACHUSETTS Certificate of Compliance ,.,THIS IS TO CERTIFY,that the On-site Sewage Disposal system Constructed( ) Repaired(� Upgraded( ) Abandoned( )by _ at !,2.? .�yr u /� �,•� �, has been constructed in accordance i with the provisions of Title 5 and the for Disposal System Construction Permit No. _ -09 dated 31 r, it w Installer . � ;- :_ Designer #bedrooms Approved design flow n gpd The issuance of this permit shall not be construed as a guarantee that the system wil functi)o Jn�as designed -� Date Ll J I j I C, Inspector /(,f 1A ---- -- - - -- _ - - - - _ - _ - ---.------ No. f Q 13 Fee &_) C3'' THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION-BARNSTABLE,MASSACHUSETTS 30isposal �Pste Construction j3Prmit Permission is hereby granted to Construct( ) Repair Upgrade( ) Abandon( ) System located at �/ . �,���.,1/rt• .��,�fsyc ,��� 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:Con truction must be completed within three years of the date of this pe it. Date �//� Approved by r Ta►wn of Bar:nstabl aFztt�r� ,� o Re y Services `iticharcl V. Scali,Inter izn la;irecto"i * BARN$'!•ABLE. �- - .. - °o, i639% �w " P'Ll-11c, omit it Div Oil Penn �a Thomas M—Kean,Director : 200 ivtain Street,"Hyatinrs,MA 02601 Office: 508-962-4644 t'ax; S 790 C,304 ` Installer&Desi ner•Certifi'cation Form Tate: ��Z! , Seevage 1Permit##�®/9- ® � F'3�ssessor s>iYLaplParcel : Desianer � .I=�_q t.i��r••`,:,� t r�'�,C 5 Iti't C;' lttstallerr. (�a•e �c� ,�e��.c: �er�/LC.�j Address; lrl /Z 4 Address ._ "�t�t ✓1 "S7�-'°:.� l-z,�•e,��a le . �'1� �z�yi=/ �a R yc��,c.��--Li �- a2f2,Z On 31, y 4;af=6CI "IJ-ec Suc--was issued a peritit td instal"}.a (date): (installer')" i Septic system at _ biased on a"design drawn by (address:} j ,o >n Eert'✓1 t tJc��L�T�k� dated ' ) lot (designer) - - _ certify that the septic system references'above vas installed substantially:according to the design, which,may in ilainor".approved°changes such as lateral relocation of,the d.istributioz%box and/or septic tank. Strip otit ('if required) was inspected and the soils were found satsf.'actorv; I certify, that the septic system referenced. above was instaltgd r�'itli major` changes greater"than 10' lateral relocation of the.SAS of a?zy vertical relocation of an.y component of the septic system) but in.accordance.Wth State & Local Regulations. Plan,rev�ison or edr"tified as-built by designer to fof ow. S"trip ouf(if rc:cj Tired) avas inspected arid the were found satisfactory. I certify that,the system referenced above;was constructed in � itlr the terns:. of the PA approval letters(if applicable) P�gq.T. ls !i e'"� � Apc��►T.�E (lnstatler s Sign��� ~' �0.35109 (Designer's Sfgrtatnre - . (Affix`D,esigne.. ere) PLEASE RETURN. TO BARNSTABLE PUBLIC mciALT11 DIVISION, CERTIFICATE OF COMPLIANCE WILL NOT BE ISSUED UNTIL BOTHITHIS FORM: AND ASS BUILT CARD !`ylt:I,RECEIVED $ ' I7HI;, BARNS`I'ABLE PUBLIC HEA•LTIT DIVISION THANK YOU. Q:5Cpu.;'•,Designer-E>ertifzclti6n Poniin 6 821'4-13,doc Engineers note:This certification isiimited Wan as-buiftinspeciion of system comporients as installed prior to backfill.The engineer did'not supervise c4nskuction.oi ttte system.The installer assumes.-responsibility for all materials,workmanship,backfilling to specified grades with.proper.compaction and setting"riserti' overs as sho�;n on the,design play. P - 1 TOWN OF BARNSTABLE LOCATIONy n4,2� 64" WAGE# VILLAGE ASSESSOR'S MAP&LOT. //— 0/7 INSTALLER'S NAME&PHONE SEPTIC TANK CAPACITY�/�a rl + n��r L 1.J W r LEACHING FACILITY:(type) P/r ► (size) NO.OF BEDROOMS 3 BUILDER OR OWNER PERMIT DATE: -7,,44y Z COMPLIANCE DATE: Z11211 Separation Distance Between the: i Maximum Adjusted Groundwater Table and 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 leachin facility) f Feet Furnished by t n r " 110 " ► i 5 Yam" DEED RESTRICTION WHEREAS, James DiTroia and Holly DiTroia, Co-Trustees of The DiTroia Family Trust u/d/t dated June 25, 2015, having a mailing address of 11299 East Appaloosa Place, Scottsdale, AZ 85259, is the owner of 122 Annable Point Road, Centerville,.MA 02632, which land is described in Deed Book 29353, Page 218. Reference is made to a plan of land entitled 'Revised Plan of Land in Centerville, Mass., property of Louis B. Rogow, Scale: 1 in.=60 ft., November 12, 1948, Bearse & Kellogg, Civil Engineers, Centerville,"which plan is recorded with the Barnstable.County Registry of Deeds in Plan Book 84, Page 125, and the above described premises are a portion of that parcel marked "Earl.E. Chapman." WHEREAS, James DiTroia and Holly DiTroia, Co-Trustees of said land have agreed with the Town of Barnstable, Board of Health, to a restriction as to the number of bedrooms which can be included in any home built on said land as a pre-condition of obtaining a disposal works construction permit in compliance with 310 CMR 15.000 State Environmental Code, Title V, Minimum Requirements for the Subsurface Disposal of Sanitary Sewage. WHEREAS,the Town of Barnstable, Board of Health, as a pre-condition to granting a Disposal Works Construction Permit for a septic system in compliance with 310 CMR 15.000, State Environmental Code, Title V, Minimum Requirements for the Subsurface Disposal of Sanitary Sewage is requiring that the agreement for the restriction on the number of bedrooms in any house constructed on said land be put on record with the Barnstable County Registry of Deeds by recording this document. NOW THEREFORE, James DiTroia and Holly DiTroia, hereby place the following restriction on the above referenced land in accordance with their agreement with the Town of Barnstable, Board of Health which restriction shall run with the land and be binding upon all successors in title: 1. 122 Annable.Point Road, Centerville, MA may have constructed upon it a house . j� 7 containing no more than three (3) bedrooms. James DiTroia and Holly DiTroia agree that this shall be a permanent deed restriction affecting the dwelling located at 122 Annable Point Road, Centerville, MA and being described in Deed Book 29353, Page 218. For title, see Deed recorded in Book 29353, Page 218. Executed as a sealed instrument this .� _day of /Yl C�l , 201.9. r t Own is nre/s �o� STATE OF ARIZONA sss �� Date lYl q�cat�p , 2019 Then personally appeared the above named .Sawk4,5 Q%TQLot>,► C 4tu,1 O iTao l a known to me to be the person/s who executed the following ' strument and acknowledged the same to be their free act and de , befo a e. -Arizona �.Nuyr DAVID M WILLIAMS tary Public NoMaricopaCounty Maricopa County Commission N 546090 Public My Comm.Expires Jun 29,2022 My commission expires: to z A ZZ, (date) . t BARNSTA0LE REGISTRY OF DEEDS John F. Meade, Register 2 KE FsT Town of Barnstable RNSTA r ♦ r KAM Board of Health - a'Ea► ° 200 Main Street, Hyannis MA 02601 Office: 508-862-4644 FAX: 508-790-6304 Paul J.Canniff,D.M.D. Donald A.Guadagnoli,M.D. John T Norman F.P.(Tom)Lee.Alternate Mr. Peter McEntee, P.E. February 28, 2019 .En*gineering Works 12West Crossfield Road Forestdale, MA 02644 RE: 122 Annable Point.Road, Centerville A 211-017 Dear Mr. McEntee, You are granted variances on behalf of your clients, James and Holly DiTroia, to construct an onsite sewage disposal system at 1226 Annable Point Road, Centerville. The variances granted are as follows: Section 360-1 of the Town of Barnstable Code: To construct a soil absorption system fifty-five (55) feet away from a bordering vegetated wetland, in lieu of the minimum one-hundred (100) feet separation distance required. Section 360-1 of the Town of Barnstable Code: To install a septic tank eighty- eight (88) feet away from a bordering vegetated wetland, in lieu of the minimum one-hundred (100) feet separation distance required. These variances are granted'with the following conditions: (1) No more than three (3) bedrooms maximum are authorized at this property. Dens, study rooms, offices, finished attics, sleeping lofts, and similar-type rooms are considered "bedrooms" according to the MA Department of Environmental Protection. (2) 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 three (3) bedrooms maximum. A copy of the recorded deed restriction shall be submitted to the Health Agent prior to obtaining a disposal works construction permit. Q:\WPFILES\McEntee DiTroia 122 Annable Point Cent BOH Feb2019.docx (3) _ The septic system shall be installed in strict accordance with the engineered plans dated February 6, 2019. (4) The designing engineer shall supervise the construction of the onsite sewage disposal system and shall certify in writing to the Board of Health that the system was installed in substantial compliance with the submitted plans dated February 6, 2019. Physical constraints at the site severely restrict the location of the septic system due to its close proximity to the Pond to the south-east, as well as its proximity to the Lake to the east. The proposed system appears to be designed to meet the maximum feasible compliance standards contained within the State Environmental Code, Title V. erely yours, 1 aul . ?,:�annifr, Chairman Q:\WPFILES\McEntee DiTroia 122 Annable Point Cent BOH Feb2019.docx 1 . '• Y I ,''n t CFTHETp� Q-r't DATE: I� FEE: * BARNSTABLE, 9 MASS. t•�. tb i639, `0 REC C.BY• �`LC ArFG"IA'�A Town of Barnstable SCHED.DATE: Board of Health ,` 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 y / Property Address: L Z2 ArNe%cL,6Le ����- Cen- ,-Va 1,vC Assessor's Map and Parcel Number: Zt —@ 1 1 Size of Lot: ��- Wetlands Within 300 Ft. Yes Business Name: /J(A No Subdivision Name:- tV/fk- APPLICANT'S NAME: Phone �3' Did the owner of the property authorize you to represent him or her? Yes � No PROPERTY OWNER'S``,NAME CONTACT PERSON Name: �q�M Q,S tt0�� �t3 1 Name: 11 Z Q gsfi- Aplool 1 etas A I'9tcL Ce Address: Sca+j-rc(gLe , esZ-5-9 Address: I Z et of (Z-J F0�4-j�f-e, f1AA 62�. �� Phone: (Do Z- —3 ct I o 'L(c, Phone: v6-0Tr- -7 3"7 't'7 Cp Z EMAIL: Pe 4e r', (1-LC-ee-1.4-Ce l® ci o-aatc �.- VARIANCE FROM REGULATION(List Reg.) REASON FOR VARIANCE(May attach if more space needed) Loc-,, fZ24 Cif• CIA(A Mei x e A40AA Q- &MAJ,qO-" s f-s `► NATURE OF WORK: House Addition House Renovation LJ Repair of Failed Septic System Checklist (to be completed by office staff-person receiving variance request application) Please submit copies in S separate,collated packets. Five(5)copies of the completed variance request form Five(5)copies of engineered plan submitted(e.g.septic system plans) Five(5)copies of MA DEP approval letter for I/A septic systems only. Five(5)copies of labeled dimensional floor plans submitted(e.g.house plans or restaurant kitchen plans) A completed seven(7)page checklist confirming review of engineered septic system plan by submitting engineer or registered sanitarian Signed letter stating that the property or business owner authorized you to represent him/her for this request 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). $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]) Variance request submitted at least 15 days prior to meeting date VARIANCE APPROVED Paul J.Canniff,Chairman NOT APPROVED 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 Engineering Works, Inc. 12 West Crossfield Road, Forestdale, MA 02644 . Tel/Fax (508) 477-5313 February 6, 2019 Town of Barnstable Board of Health 200 Main Street Hyannis, MA 02601 Re: 122 Annable point Road, Centerville, MA (Assessors Map 211, Parcel 017) Upgrade of a failed Soil Absorption System Dear members of the Board: On behalf of my client, Mr. James DiTroia, the following variance requests are being made for upgrade of a soil absorption system. • LOCAL REGULATION Chapter 360-1: Location of components with respect to water body's 1. A 45' variance, septic tank to bordering vegetated wetland, for a 55' setback. MASS DEP requires 25'. 2. A 12' variance, S.A.S. to bordering vegetated wetland, for an 88' setback. MA DEP requires 50'. Variance requests are being made to achieve maximum feasible compliance. S' erely, Peter T. McEntee P.E. i - �,, �� � �; ' �;�� �V�GLDI�. � �� �3�I � PostalTM CERTIFIED o RECEIPT -0 DomesticMail m Only ' N For delivery information,visit our website at www.usps.com". Im CQCertified Mail Fee q I 0 Extra Services&Fees(eheek box,add fee as appropriate) m ❑Retum Receipt(hardoopy) $ C' ❑Retum Receipt(electronic) $ Postmaw 9 C3 []Certified Mail RestrictedDellvery $ Here C3 ❑Adult Signature Required $ N IV AJp ❑Adult Signature Restricted De"$ C �♦"� CO yyy O Postage m $ 8666' r9 Total P ra $ Prop ID:211017 43 Sent i DITROIA,JAMES F&HOLLY J TR ra C3 DITROIA FAMILY TRUST N 11299 EAST APPALOOSA PLACE ---------- SCOTTSDALE,AZ 85259 CertifiedMailservice provides the following benefits: ■A receipt(this portion of the Certified Mail label). for an electronic return receipt,see a retail ■A unique identifier for your maiiptece. associate for assistance.To receive a duplicate ■Electronic vedfication of delivery or attempted return receipt for no additional fee,present this delivery. USPS®-postmarked Certified Mail receipt to the ■A record of delivery(Including the recipient's retail associate. signature)that Is retained by the Postal Service- Restricted delivery service,which provides for a specified period. delivery to the addressee specified by name,or to the addressee's authorized agent Important Reminders. -Adult signature service,which requires the ■You may purchase Certified Mail service with slgnee to be at least 21 years of age(not first-Class Maii®,Rrst-Class Package Service®, available at retail). or Priority MOO service. -Adultsignaturerestricteddeliveryservice,which j ■Certified Mail service is not available for requires the signee to be at least 21 years of age International mall. and provides delivery to the addressee specified ■Insurance coverage is notavailabie for purchase by name,or to the addressee's authorized agent with Certified Mail service.However,the purchase (not available at retail). of Certified Mail service does not change the ■To ensure that your Certified Mail receipt Is Insurance coverage automatically included with accepted as legal proof of mailing,it should bear a certain Priority Mail items. USPS postmark If you would like a postmark on ■For an additional fee,and with a proper this Certified Mail receipt,please present your endorsement on the mailpiece,you may request Certified Mail item at a Post Office'for the following services: postmarking.If you don't need a postmark on this -Return receipt service,which provides a record _ Certified Mail receipt,detach the barcoded portion of delivery(Including the recpierd's signature). of this label,affix it to the mailpiece,apply You can request a hardoopy return receipt or an appropriate postage,and deposit the mailpiece. electronic version.For a hardcopy return receipt, complete PS Form 3811,Domestic Return Receipt;attach PS Form 3811 to your mailpiece; IMPORfAilit Save this receipt for your records. Ps Form 3800,Apr9 2ol s(Reverse)PSN 7630-02-000-9047 Posta-1 Service' CERTIFIED MAILP RECEIPT IEr Domestic Mail Only Cr For dolivLry information,visit our website at www.usps.com". II A I� Certified Mail Fee C3 Extra Services&Fees(check liar,add fee as appropriate) ❑Return Receipt(hardtop» $ . C3 ❑Rehm Receipt(electronic) $ A Poslrrlark d C3 []Certified Mail Restricted Delivery $ f He yN 0 ❑Adult Signature Required $ CO ❑Aduk Signature Restricted Del" r C3 Postage a6o aTotal Pr $ Prop ID:211016 1:0 senr.To OPEECHEE HGTS AS INC �4d � sve®ta TOM NUTILE TREASURER �`- P O BOX 23i �''y CENTERVILLE,MA 02632 �� ceyttfieamaiiservice providesthetouowingdenents: ■A receipt(this portion of the Certified Mail labeq. for an electronic return receipt,see a retail ■A unique Identifier far your mailpiece. associate for assistance.To receive a duplicate ■Electronic verification of delivery or attempted return receipt for no additional fee,present this j delivery. USPS®-postmarked Certified Mail receipt to the ■A record of delivery(Including the recipient's retail associate. signature)that is retained by the Postal Service' Restricted delivery service,which provides for a specified period. delivery to the addressee specified by name,or to the addressee's authorized agent Important Reminders. Adult signature service,which requires the ■You may purchase Certified Mail service with signee to be at least 21 years of age(not First-Gass Mail®,Rrst-Class Package Service®, available at retaiq. or Priority Mail®service. ■Certified Mail service is notavailable for Adult signature restricted delivery service,ofwhich of ag requires the signee in be at least 21 years age International mall. and provides delivery to the addressee specified ■Insurance coverage Is notavallable for purchase by name,or to the addressee's authorized agent' with Certified Mail service.However,the purchase (not available at retaiq. of Certified Mail service does not change the ■To ensure that your Certified Mail receipt is Insurance coverage automatically included with accepted as legal proof of mailing,it should bear a certain Priority Mail items. 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PS Form 3800,April 2016(Reverse)PSN 7630-02-000-9047 Postal CERTIFIED oRECEIPT -Domestic For ti r- Certified Mail Fee �c 0 Extra Services&.Fees(dredt box,add tee as eppmPnate) m y92! ❑RReturnRecelpt(hardcopy) $ OO ❑Return Recelpt(electronic) $ Postmark D ❑Certified Mail Restricted Delivery $ Here 4 ❑Adult Signature Required ❑Adult Signature Restricted Del visit our website at m Postage nv m $uc�b r-1 Total Por { Prop ID:210032 cp Sent To FAWKNER,MARILYN P )? svee p re, C3 I I9 ANNABLE PT RD r- CENTERVILLE,MA 02632 /1�9 Certified Mail service provides the following benefits: ■A receipt(this portion of the Certified Mall Isbell. , for an electronic return receipt,see a retall ■A unique identifier for your mailplece. associate for assistance.To receive a duplicate ■Electronic verification of delivery or attempted return receipt for no additional fee,present this delivery. USPS®-postmarked Certified Mail receipt to the ■A record of delivery(including the recipient's retail associate, signature)that is retained by the Postal Service' Restricted delivery service,which provides for a specified period. delivery to the addressee specified by name,or to the addressee's authorized agent. Important Reminders. Adult signature service,which requires the ■You may purchase Certlfied Mail service with signee to be at least 21 years of age(not Rrst-Class Mari®,First-Class Package Service®, available at retail). or Priority Mail®service. Adult signature restricted delivery service,which ■Certified Mail service is notavailable for requires the signee to be at least 21 years of age International mail. and provides delivery to the addressee specified ■Insurance coverage Is notavallable for purchase by name,or to the addressee's authorized agent whh Certified Mail service.However,the purchase (not available at retail). of Certified Mail service does not change the ■To ensure that your Certified Mail receipt is Insurance coverage automatically Included with accepted as legal proof of mailing,It should bear a certain Priority Mail items. USPS postmark If you would like a postmark on ■For an additional fee,and with a proper this Certified Mail receipt,please present your endorsement on the mallplece,you may request Certified Mail Item at a Post Office`for the fallowing services. postmarking.If you don't need a postmark on this -Return receipt service,which provides a record Certified Mail receipt,detach the barcoded portion of delivery(including the recipient's signature), of this label,affix it to the maliplece,apply You can request a hardcopy return receipt or an appropriate postage,and deposit the mailpiece. electronic version.For a hardcopy return receipt, complete PS form 3811,Domestic Refum Receipt attach PS Form 3811 to your maliplece; IMPORfANP Save Oils receipt for your rceorda Ps Form 3600,Aprn 2015(Revew)PSN 7530-02-00O.9O47 Postal CERTIFIED oRECEIPT u► Domestic Mail Only C3 a .a (` '. I� � Certified Mail Fee jLe ~ $ ry4 1] Extra Services&Fees(check box,add fee as apptdpdate) bRetum Receipt(heidoop» $ ¢'0 ❑Retum Receipt(electronic) $❑Certmed Mail Restdcted Delivery $Q ❑Adult Signature Required $Adult Si9�re Restricted Delivery$ 'p Postage m ra Tow 179 Prop ID:210043 "D Sen MCNAMARA,THOMAS J&TERESA� o sva COURTWOOD HOUSE r� CHARLEVILLE ROAD,TULLAMORE U6,, CO OFFALY 123 IRELAND,. . M. Certified Mail service provides the following benefits: ■A receipt(this portion of the Certified Mail label), for an electronic return receipt,see a retail ■A unique Identifier for your malipiece. associate for assistance.To receive a duplicate ■Electronic verification of delivery or attempted return receipt for no additional fee,present this delivery. USPS&postmarked Certified Mail receipt to the ■A record of delivery(Including the reciplent s retail associate. signature)that is retained by the Postal Service- Restricted delivery service,which provides for a specified period. delivery to the addressee specified by name,or to the addressee's authorized agent Important Reminders: Adult signature service,which requires the - ■You may purchase Certified Mail service with signee to be at least 21 years of age(not Rrst-Class WHO,First-Class Package Service®, available at retail). or Priority Mail®service. Adult signature restricted delivery service,which ■Certified Mall service Is notavallable for requires the signee to be at least 21 years of age International mail, and provides delivery to the addressee specified ■Insurance coverage is notavallable for purchase by name,or to the addressee's authorized agent with Certified Mail service.However,the purchase (not available at retail). of Certified Mail service does not change the ■To ensure that your Certified Mail receipt is insurance coverage automatically included with accepted as legal proof of mailing,it should bear a certain Priority Mail items. USPS postmark If you would like a postmark on , ■For an additional fee,and with a proper this Certifled Mail receipt,please present your endorsement on the mallplece,you may request Certified Mail item at a Post Office'for the following services: postmarking.ti you don't need a postmark on this -Return receipt service,which provides a record Certified Mail receipt,detach the barcoded portion of delivery(Including the recipients signature). of this label,affix it to the mailpiece,apply You can request a hardcopy return receipt or an appropriate postage,and deposit the mailplece. electronic version.For a hardcopy return receipt, complete PS Form 3811,Domestic Retum Receipt;attach PS Form 3811 to your mailpiece; IMPORTANT:Save this receipt for your records. Ps Pam 3800,Aprn 2ois(Reverse)PSN 7530-02-000.9047 Postal I CERTIFIED I o RECEIPT fiJ Dmestic Mail Only . rq P For delivery information,visit our website at www.usps.corrill. - m OFFICIAL 4 Certified Mail Fee T 4 rri $ CID 0 Extra Services&Fees(check box,add/ee as app-prtate) C _j, ❑Retum Receipt(hardcopy) $ b 9 C ❑Retum Receipt(electronic) $ N PostmN q 0 ❑Certified Mall Restricted Delivery $ Here Au O ❑Adult Signatum Requtred $ ca �Vy ❑Adult Signature Restricted Delivery$ b/C• p Postage �- M $ ra Total --- - - r-q $ Prop ID:210033 ca sent KOKOSZYNA,JAMES o shiii 26 DARTMOUTH STREET APT 1 ------------ r iry, BOSTON,MA 02116 ------------ L CertifiedMailservice provides the following benefits: ■A receipt(this portion of the Certified Mail label). for an electronic return receipt,see a retail ■A unique Identifier for your mallpiece. associate for assistance.To receive a duplicate ■Electronic verification of delivery or attempted return receipt for no additional fee,present this delivery. USPS®-postmarked Certified Mail receipt to the- ■A record of delivery(Including the recipient's retell associate. signature)that is retained by the Postal Service'" Restricted delivery service,which provides for a specified period. delivery to the addressee specified by name,or to the addressee's authorized agent Important Reminders -Adult signature service,which requires the ■You may purchase Certified Mali service with signee to be at least 21 years of age(not Flrst-Class Mall®,FIrst-Class Package Service®, available at retail). or Priority Mail®service. Adult signature restricted delivery service,which ■Certified Mail service Is not available for requires the signee to be at least 21 years of age International mail. and provides delivery to the addressee specified ■Insurance coverage is notavallable for purchase by name,or to the addressee's authorized agent with Certified Mail service.However,the purchase (not available at retail). of Certified Mail service does not change the ■To ensure that your Certified Mail receipt is Insurance coverage automatically Included with accepted as legal proof of mailing,it should bear a certain Priority Mall Items. USPS postmark If you would like a postmark on ■For an additional fee,and with a proper this Certified Mail receipt,please present your endorsement on the mailplece,you may request Certified Mail Item at a Post Office'for the following services: postmarking.If you don't need a postmark on this -Return receipt service,which provides a record Certified Mail receipt,detach the barcoded portion of delivery(including the recipients signature). of this label,affix it to the mailpiece,apply You can request a hardcopy retum receipt or an appropriate postage,and deposit the maikplece. electronic version.For a hardcopy return receipt, complete PS Form 3811,Domestic Return Receipt attach PS Form 3811 to your mailpiece; IMPORTANP Save this receipt for your records. Ps Form 3800,Apra 2ot5(Reverse)PSN 753e-02-000.9047 COMPLETE THIS SECTION ON DELIVERY V Complete items 1,2,and 3. A. Signature ■ Print your name and address on the reverse X ❑Agent so that we can return the card to you. ❑Addressee �4 ■ Attach this card to the back of the mailpiece, B. Received by(Prkffed 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 I -- F If YES,enter dell ery ress below: ❑ No Pro ID:211017 DITROIA,JAMES F&HOLLY J TRS OJO DITROIA FAMILY TRUST r (� 11299 EAST APPALOOSA PLACE \') SCOTTSDALE,AZ 85259 �6\ bk 3. Service Type ❑Priority Mail Express® II I IIIIII III III I II III II II I I III l(III I I I II I'll ❑Adult Signature ❑Registered MailTM ❑Adult Signature Restricted Delivery ❑Registered Mail Restricted' -EMertified Mail® Delivery 9590 9402 4784 8344 0997 36 ❑Certified Mail Restricted Delivery ❑Return Receipt for ❑Collect on Delivery Merchandise artirle_Numher.[transfer from_service label)_ ❑Collect on Delivery Restricted Delivery ❑Signature ConfirmationTM -Insured Mail ❑Signature Confirmation �71118 1130.. 0 0 0 0;;0 4;8 6.:3 7 3 6: insured Mail Restricted Delivery Restricted Delivery (over$500) PS Form 3811,July 2015 PSN 7530-02-000-9053 Domestic Return Receipt usP-9- i First-Class Mail Postage&Fees Paid LISPS Permit No.G-10 I I 9590 9402 4784 8344 0997 36 United States 4 Sender:Please print your name,address,and ZIP+4®in this box• Postal Service Engineering works, Inc. I 12 West Crossfield Road I Forestdale, MA 02644 i11fl1i1111,H 1.]-.011Id.1l111,11 IlipJ11111:1141i11hilily I SENDER': COMPLETE THIS:SECT!CtJ COMPLETE THISSECTION ON,DELIVERY r ■ Complete'items 1;2,and-3. = A. ' nature G+� ■ Print your name and address on the reverse X ❑Agent so that we can return the card to.you. U ❑Addressee ■ Attach this card to the back of the mailpiece, B. /etceived by(Printed Name) C ate of Delivery or on the front if space permits. Z,�W,'1,3- G 1._Article_Addressed to: D..Is delivery address different from item 1? ❑Yes If YES,enter delve res below: ❑No Prop ID:210032 FA WKNER,MARILYN P s1 / 119 ANNABLE PT RD V n i CENTERVILLE,MA 02632 n// U i - -- i 3. Service Type ❑Priority Mail Express® i II I II'lll IIII('I I II III'I I'(I III(I�II II III I I III ❑Adult Signature ❑Registered Mail ❑Adult Signature Restricted Delivery ❑Registered Mail R Restricted c Certified Mail® Delivery 9590 9402 4784 8344 0997 43 ❑Certified Mail Restricted Delivery ❑Return Receipt for ❑Collect on Delivery Merchandise -F ^gect on Delivery Restricted Delivery ❑Signature ConfirmationTM c r tired Mail ❑Signature Confirmation tired Mail Restricted Delivery rY Restricted Delivery r$500) PS Form 3811,July 2015 PSN 7530-02-000-9053 Domestic Return Receipt 3 u First-Class Mail Postage&Fees Paid USPS Permit No.G-10 9590 9402 4784 8344 0997 43 United States •Sender:Please print your name,address,and ZIP+4®in this box" Postal Service Engineering works, Inc. 12 West Crossfield Road Forestdale, MA 02644 I 1' o • sCOMPLETE THIS SECTIONON DELIVERY A. Sign ture rN Complete items 1,2,and 3. � ❑Agent Print your name and address on the reverse X so that we can return the card to you. ❑Addressee Attach this card to the back of the mailpiece, B. Receiv by(P/rint me) C. Date of Delivery or on the front if space permits. f L (G�� 1. Article Addressed to: D. Is delivery address di ent from item 1? ❑Yes - If YES,enter eliv dress below: ❑-No ��\ Prop ID:210033 KOKOSZYNA,JAMES 26 DARTMOUTH STREET APT 1 BOSTON,MA 02116 3. Service Type ❑Priority Mail ExpressO II I IIIIII II I III I II III II II I I III I I III I III I II III ❑Adult Signature ❑Registered Mail ❑Adult Signature Restricted Delivery ❑Registered Mail Restricted �Certiffed Mail@ Delivery 9590 9402 4784 8344 0997 50 ❑Certified Mail Restricted Delivery ❑Return Receipt for ❑Collect on Delivery Merchandise -- �_.s. o_;�hdl ❑Collect on Delivery Restricted Delivery ❑Signature ConfirmationTM 7 018 113 d Mail ❑Signature Confirmation . 0 0 0 0. 0 4 8 6: 3 712 �Mail Restricted Delivery Restricted Delivery WLLa� , R F 500) - PS Form 3811,July 2015 PSN 7530-02-000-9053 Domestic Return Receipt UG# a3.r+� First-Class'Maii'' Postage&Fees Paid USPS Permit No.G-10 9590 9402 4784 8344 0997 50 United States •Sender:Please print your name,address,and ZIP+4®in this box* Postal Service Engineering works, Inc. 12 West Crossfield Road i Forestdale, MA 02644 € k,. i COMPLETE THIS / ON DELIVERY. SENDER-,COMPLETE THIS SECTION,, `■ Complete items 1,2,and 3. A. Signat e G��`�� ■ Print our name and address on the reverse f]Agent so that we can return the card to you. ❑Addressee ■ Attach this card to the back of the mailpiece, B. Received by Printed me) C. Date of Delivery or on the front if space permits. 1. Article Addressed to: D. Is delivery address,differe from item=l2;-9a es 1 If YES,enter d by below:�,pw i14 Prop ID:211016 OPEECHEE HGTS ASSOC INCH TOM NUTILE TREASURER C", r- ; P O BOX 23 \ d1 � ?� CENTERVILLE,MA 02632 Co p r i II IIIIII IIII III I II III II II I I III I I III I I II I III I 3. Service Type O Registeredu Expresso❑Adult Signature ❑Registered MaiIT^' ❑Adult Signature Restricted Delivery ❑Registered Mail Restricted RITertified Mail@ Delivery 9590 9402 4784 8344 0997 74 ❑Certified Mail Restricted Delivery ❑Return Receipt for ❑Collect on Delivery Merchandise 2 Article Number(rransfeCfrom service label) ❑Collect on Delivery Restricted Delivery ❑Signature Confirmation TM ' r Insured Mail ❑Signature Confirmation 7 018 1.130 0 0 0 0 :0 4 8 6 :3 6 9 9 Insured Mail Restricted Delivery Restricted Delivery (over$500) PS Form 3811,July 2015 PSN 7530-02-000-9053 Domestic Return Receipt '` ^ 111111 First-Class Mail 11111, lap Postage&Fees Paid USPS I Permit No.G-10 9590 9402 4784 8344 0997 74 I I United States 'Sender:Please print your name,address,and ZIP+4®in this box* Postal Service I � Engineering works, Inc. 12 West Crossfield Road Forestdale, MA 02644 I � I I I I ,,hill) ji,)ii.il/t,),.jt'11fiii'milligW,ii,i1"1,141,'ii'111! t3� 1= TRA NS. NO.: CIT /TOWN: APPLICANT: n t ADDRESS: IZZ vtic-.a.►�Le \ =w� l2� ���.�-8rv���Q DESIGN FLOW: . 130 _ gpa RE N IEWED BY: Pei; , NL ,n Kk (�� DATE: Z� F h q N/A OK NO Lega I boundaries denoted 31:0 CMR 15.220(4)(a)] Street, Lot, tax parcel number and lot number noted on plan [3.10 CMR 15.220(4)(u)] Locus Provided [310 CMR 15.2204 t Plan proper scale? (1"=40' for plot plans, 1"=20' o:r fewer for com onents) [310 CMR 15.220 4 ] _ Easements shown [310 dMR 15.220(4)(b)] t/ Syst in located totally on lot served [31.0 CMR 15.405(1)(a) for upgrades]-if not, a variaIace is re uired 310 CMR 15.4I2(4)] Loca ion of impervious slu faces (driveways,parking areas etc.) ✓ [310 CMR 15.220(4)(d)] Loca ion all buildings ex'sting and proposed 310 CMR 15.2 0(4)(c)] Loca ion and dimensions of system components and reserve ✓ areas [310 CMR 15.220(4)(e)] System Calculations [31 Q CMR 15.220(4)( daily flow _ septic tank capacity' (required and provided) soil absorption s stem (re uired andprovided) i/ whether s stem des,jgned for garbage grindei Nord arrow 310 CMR 115.220 4 ( ] ✓' Exist.ng and proposed contours 310 CMR 15.220(4 O Loca ion and log of: deep observation holes (existing grade el. on each est) [310 CMR 15,220(4)(h)] Nams of soil evaluator Ind BOH representative [310 CMR j 15.210(4)(h) and i)] if Loca ion and date of perdolation tests (performed at proper elevation?) 310 CMR Percolation test results in, tch loading rate? 310 CMR 15.2421 Certi ication statement b Soil Evaluator [310 CMR 15.220 4 ').] Obse ed and Adjusted groundwater(method for adjustment giver or indicated) [31.0 �MR. 15.103(3) and 310 CMR 15.2 0(4)(n)] Address Sheet 1. of 7 Loca tion of every water supply, public and private, [310 CMR N/A OIL NO 15.2 0(4)(k)] within 400 feet of the proposed system location in the case of-surface water suppliesi anal gravel packed public water supply t_ within 250 feet of the proposed system location in the case within 150 feet of t e proposed system location in the case of PrIvate water supplyv-ells Loc ion of all surface waters and wetlands located up to 100 ft. beyo id setbacks listed in�310 CMR 15.211 and any catch basins locat d within 50 ft. 310 CMR 15.220(4)(1)] Water lines and other subsurface surface utilities located [310 CMR 15.2 0(4)(m)] (if water 1 ne cross see 310 CMR 15.211(1)[1] Profile of system showing invert elevations of all system components and the bott,rn of the SAS 310 CMR15.220(4)(o) Sta of designer [310 CMR 15.220 1 and 310 CMR 15.220(2)] St of Registered Land Surveyor.(required if construction activ ties within 5 ft. of 1pt line) [310 CMR 15.220(3)] Test Ioles adequate (two in each of the primary and reserve unle s trenches as permitted in 310 CMR 15.102(2) or as a rIved for an u rade lender LUA at 3 1.0 CMR 1.5.405(1)(k)] Test ole adequate to demonstrate four feet of suitable material? [310 rMR 15.103(4)] t/ Test Holes adequate to confirm adequate groundwater separation? [310 CMR 15.103(3)l Benc mark within 50-75 of system [310 CMR 15.220(4)(g)] Mate ials specifications rioted? [various sections of 310 CMR 15.0(01 1 System components not> 36" deep (unless Local Upgrade ✓ Appr 2yL2r LUA re uesied) [310 CMR 15.405 1 ] Addre s r 22 ��)�C J_ Sheet 2 of 7 I 4} N/A OK NO Size OK? [310 CMR 15.223(1)] Inlet tee located ten inches below flow line [310 CMR 15.227(6} Outl t tee 14" or 1.4" + 5"' per foot for increase ft depth. [31.0 CMR 15.227(6)] Outl t tee with gas baffle or approved filter F310 CMR. 15.227(4)] ✓ Noteregarding instatlati n on stable compacted base [310 CMR 15.2 8(1)] Sepz ration between inlet]and outlet tees (no less than liquid de t [310 CMR 15.227(2)] Inle Outlet elevations at least 1.2" above high groundwater (except as described 310 CMR 15.227(5)) or permitted for u gr des under LUA [310 C.MR 15.40.5(1)(k)] Min um cover 9" (Tancs buried more than.9" must have risers on a I openings and on the d-box) [310 CMR 15.22.28(1) and 310 CMR, 15.232(3)(f)] Three access covers (inl t and outlet must be 20" or greater) - ✓ middle access at least 8" (by 7/07) [310 CMR 1.5.2H(2)] Access to within 6 " of grade - one port for systems<I 000gpd, two ors stems>1000 gpd [310 CMR 15.228(2)] Allet-grade covers secu ed to unauthorized access? [310 CMR 15.228(2)] > 10 ft from building foundation [310 CMR 15.211 1)] Buoyancy calculation Re uired/Done 310 CMR 15.221(8)] H-2 Where appropriate(? 310 CMR 15,226(3)] Setb icks from resources [310 CMR 1.5.211-7777 ] Mul1#Compatment, s Reqi ued when other than single-family dwelling or flow>1000 d 310 CMR 15.223(11)(b)] First compartment 2000/31 daily flow; Second compartment 1.00% dail flow [310 CMR 15.224 Z and (3)] "U" pipe through or over baffle, outlet of each compartment with as affle or a roved fi�ter [310 CMR 15.224(4) Adds fIss 2 Z I`"o ,ofi �Z Sheet 3 of 7 N/A OK NO B 1J t DD__ !TG}S R A t�3 O li; IJ R I;E'TNG _ Located at least ten feet fi-om any water line? [310�CMR � 15.222(2)] Disposal piping at least 18" below water line (when water and sewer cross, see 310 CMR 15.21l(l)[1] Clea outs re uired/ rovided ? 310 CMR 15.222,8)] ✓ Thru t blocks specified ih force mains? 31.0 CMR 15.221(0)(c Slope of sewer line not 1 ss than 0.01 (1/8"/ft) 0.02 preferable [310 CMR 15.222(6)] Prop r pitch on all runs? (.005 within gravity-distributed trenches ✓ and eds) [310 CMR 15.251(9) and 310 CMR 15.252 2 c)-) Siph n problem/(leachfi'eld below pump chaznber)____- t/ End caps or vent manifol o specified? _ ✓ Size and orientation of discharge holes specified? (not smaller than /8" not larger than 5/8") [310 CMR 15.251.(8) and 310 CMR 15,252(2)(h)) Matc rials specified (310 CMR 15.251(5) specifies various pipe es allowed) _ DTS �RIBjTTION BOXY .; Stab e compacted base [ 10 CMR 15.221(2) and 310 CMR 15.232(2)(a)] Spla h plate or baffle to required on inlet/provided? (when . press fire sewer to d-box r steep pitch of gravity sewer) 1:310 CMR 15.323(3)(a)] Riset if deeper than 9" [310 CMR 15.232(3)(f)) Insid e minimum dimens#on 12" [3.10 CMR I5.232(2)(b Minimum sump 6" [310 CMR15.232(3)(e)] _ Watertight cover if<2001Ogpd); waterproof manhole if>2000gpd [310 CMR 15.232(3)(d)] RUNCHAMBERS Cap city (emergency sto�age above working=design flow)? [310 CMI 1,23 1(2)] Pro r setbacks 310 CIv,R 15.211 (same as septic tanks)] ✓ � �`"`� Wat rtight 20-in mmiun115.231(5)] access manhole at least 20" MUST BE TO RARE [310 CMR Sery ce components acc ssible (not too deep with piping, ✓ disconnects accessible Alarm floats- alarm on cyircuit.se parate from punips specified? Exct eds hvo units must ave two pumps operating in lead-lag mod . [310 CMR 15.231,(6) and (8)J Stab e Compacted Base t310 CMR. 15.221(2)]. Buo ancy calculations needed? Provided? [310 CMR 15.221(8)] Addr ss l Z Z K)kj �o 1 �" r ,�J Sheet 4 of 7 CBSs( S) N/A OK NO Calc ations correct? 4 fee of naturally occurr' g material demonstrated? [310 CMR 15.2 0(1) _ ✓ Re ired separation to 91oundwater? 310 CMR 15.212)] Aggi e ate specified as double washed[310 CMR 15.247 2 ] ✓. System Venting required(provided? (systern under driveway or >36" dee [310 CMR 15.241.] ✓ Inspection ports specifie' and within 3"f.nal grad e? [310 CMR 15.2 0(13)] _ Brea out requirements met? (No violation of brZ211(l) kout elevation I with' 15 ft of SAS unlells barrier) [310 CMR 1 [4] and Curd nce Document] G ,T ;II` xC, a!AMRFR Oft n Chambersand Gal. in tre,oh configuration suppled with inlet eve 20 ft. [310 CMR 15.25.3 .6 _ Each structure with one inspection manhole (if> 000 gpd must ^JA be tol grade) 310 CMR 15.253 2 ] Ag ie ate 1' minimum- 4 maximum. [310 CMR 15.253(1 b ] i 2' sic ewall credit maxim�im 310 CMR 15.253 1 a)] I In be d configuration, inlet every 40 sq. ft. [310 CMR 15.253(6)] .Widt,.i 2'minimum 3'may imum 310 CMR 15.25,,1 1)(b)_] 100 eet-maximum len th [310 CMR 15.251 1 (a)] Mini um separation 2x ffective depth or width whichever grey r 3x if reserve between trenches [310 C i' 251 DO)] 2 Situ ted along contours 310 CMR 15.251(2) Brea out QK? [310 C 15.2.11(1)[4] and Guid,fin ce Document] E F SYASk axlmu� s�z Qf�b�do�;he1��50�Oxg�pd) �`` . min' num 2 distribution Mines.[310 CMR 15.252(')(a)] _ ✓ . Max mum separation between lines 6 [310 CM R1.5.252(2 (d)] Max mum separation be een lines and outside of bed 4' [310 C 15.252(2 e)] j Ag gate depth below discharge pipes 6" minimum, 12" maximum. [310 CMR I5-252(2)( )] j �✓ I Sepa ation between beds 10' minimum. [310 C 15.252`2 ] ✓ j Bottom area used in calctilations only [310 CMR 15.252(2)(i)] ' I I Addr ss 2 Al VIQ Sheet 5 of 7 — I . I t i i I N/A OK NO Is the system in a Designated Nitrogen Sensitive Area (Zone 11 for a put lic supply well)? [310 CMR 15.214, 310 CMR 15,2.15 and 310 CMR 15.216 - also refer to Policy regarding upgrades of such exist ng systems] Is the system proposed on the same lot as served by private well. ? [310 CMR 15.2142 ] Are I he nitrogen loads proposed in compliance? [310 CMR 15.2 6(1 IYlisc�,Ilaneor�s ,Pum )ing to se tic tank ?I 310 CMR 15.229] Shared System F310 CMP 15..290] I I I i 4 i Addr ss Sheet 7 of 7 Town of Barnstable Geographic Information System February 7,2019 211015 #150 211024 211025 �� #139 #147 219 11028� #131 #138:.`: YACHT CLUB RD 210034 0 130 El 21004 11 O R210 0 3 21 0 1 #12 ` #11 9 210066 RED WING TRL #81 n g210035 210042 ij #11 210041 W 2#877 #105 �. ® rn O ® 210058 #83 ~� y 210036 A C O #92 P495 210044#77 DISCLAIMERS:This map is for planning purposes only. It is not adequate for legal adea Map:211 Parcel:017 Board of Health Q Selected Parcel boundary determination or regulatory interpretation. Enlargements beyond a scale of Abutter List Type-Direct abutters(no set distance)and the properties located 1°=100'may not meet established map accuracy standards. The parcel lines on this map t B are only graphic representations of Assessors tax parcels. They are not true property across the street. Abutters z> " w boundaries and do not represent accurate relationships to physical features on the map such as building locations. Buffer A. i?,7/201 AbutterReport Board.of Health Abutter List for Map & Parcel(s): '211017' Direct abutters (no set distance) and the properties located across the street. Total Count: 5 " ' ;A Close dfi, � Ia&Parcel €)=8araerl �3+nt3'tet'2 Aci t�ess2 A�BrIrs�ss 2 1" ��tsr�"st'Y De€si C.ttySi at��i 210032 FAWKNER, 119 ANNABLE PT CENTERVILLE, 2510/133 MARILYN P RD MA 02632 210033 KOKOSZYNA, 26 DARTMOUTH BOSTON,MA 29326/204 JAMES STREET APT 1 02116 .......... ....._ MCNAMARA, COURTWOOD CHARLEVILLE 210043 THOMAS] & HOUSE ROAD,TULLAMORE CO OFFALY 123 IRELAND_ 23919/25 TERESA C TRS _.. .. ECHEE TOM NUTILE ASEOC INCHGTS TREASURER � MAN 2632ILLE, 1366/107 211016 P O BOX 23 211017 DITROIA,JAMES F DITROIA FAMILY 11299 EAST APPALOOSA SCOTTSDALE, 29353/218 &HOLLY J TRS TRUST PLACE AZ 85259 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 isfrom the Town of Bamstable Assessor's database as of 2/7/2019. http://maps.townofbarnstabl e.us/arci ms/appg eoapp/AbutterReport.aspx?tWe=BOH 1/1 Engineering Works, Inc. 12 West Crossfield Road, Forestdale, MA 02644 Tel/Fax (508) 477-5313 February 6, 2019 Re: 122 Annabble Point Road, Centerville, MA (Assessors Map 217, Parcel 017) Upgrade of a failed Soil Absorption System Dear Sir/Mam: Please be advised that an application for variances from the Massachusetts Department of Environmental Protection, Title 5, and Local Regulations have been submitted to the Barnstable Health Department for approval. The following variances are being requested: • LOCAL REGULATION Chapter 360-1: Location of components with respect to water body's 1. A 45' variance, septic tank to bordering vegetated wetland, for a 55' setback. MASS DEP requires 25'. 2. A 12' variance, S.A.S. to bordering vegetated wetland, for an 88' setback. MA DEP requires 50'. The application and plans are available for review at the Barnstable Health Department, 200 Main Street, Hyannis, MA, Monday through Friday (excluding holidays) from 8:30 a.m. to 4:30 p.m. A public hearing will be held, to discuss the proposed work, on Tuesday, February 26, 2019, at 3:00 p.m. The hearing will be held at the following location: Town Hall Hearing Room — 2"d floor 367 Main Street, Hyannis, MA Sincerely, Peter T. McEntee P.E. Engineering Works, Inc. 12 West Crossfield Road; Forestdale, MA 02644 Tel/Fax (508)477-5313 February 4, 2019 Barnstable Board of Health 200 Main Street Hyannis, MA 02601 Re: 122 Annable Point Road, Centerville,'MA, (Parcel ID: 211-017), Title 5 Septic Upgrade Representation Authorization Dear Board members: I hereby authorize Peter McEntee PE to represent my interests for the subject project. James DiTroia—Owner DECK I I I I DINING ROOM SHED I I LIVING ROOM KITCHEN BATH U = N BED -i a- -7 BED ROOM 130 SFt ROOM = m PORCH ROOM 320 SFt 110 SFt CL I I DECK DECK SUN ROOM L - - - J FIRST FLOOR SECOND FLOOR FLOOR PLAN 122 AN NAB LE POINT ROAD, C ENTERVI LLE, MA Town of Barnstable P#_ Department of Regutatory Services p� Public Health Division Date / I ' a63p L F 2w Main Street Hyannis MA B2601 sb MFt Date Scheduled } i Time Fee Pd.— Soil Suitability Assessment far Sewa .Disposal -gePcrlartwd By: Witnessed B?:.� ~� I OCA'TTON&-GENERALINFORMAT[ON Location Address 12.'Z#APJA)A8t�' pQrtT 01-e s Nnme J I pn D iTV-41A 6el -Ir,RVI Lt� i l Address 16�,67 A+. ti 174-N-\ tN+�("�`{ �g Assmwr'sM*Pair:el: 21.111•'7 F;nginccr'sNam s +"tit, -+ B NEWCONSTRLtCTION _ REPAIR Telephane3t— Land Use Slopes(.%).__ 7Z L......._ Surface-Stones Distances trom: Opcn Water Bady}1�0 It Possible Wct.Ar.>''jC& R Drinking Water Wcll Ajj _fl ,Drainage Way_,NA----_R PropertyLitx„_,. _._._...___ti Other tt. SKETCH:(Strexl,name,dimensions_-of lot,exact iml'rans oftest holes&pere tests locale wetlands proximity to holes) 3 �E111� I parent motcrial(geologic}_.(,fV J IXpth to Budmck:_:I"JA__ .. __ ..... iSt Depth to Groundwater:Standing Water.inlloic.- Wceping from Pit Face Estimated Seasonal l hgh Groundwater D TE�R1(ti N IgtO� FOR{5EASONAL I3IGH WATER TABLE. Method Used: -- D U 16 t A1J Depth Observed standing in o}ri:hate _in. Depth to soil mottles:__ l v in. Depth to weeping from side of obs tole. _ _in. Grrrundwater Ad ustrirent B_ IndLx Well It.._......_ Reading Date .� Index We I fcva , -Adj.factor } Adj_CrnwndwAcr Ixwl.� PERCOLATION TEST nit* riniR Observation _... Hole ft i Time u(9" I?ePrh oCperc: t Q Time at h" Start Pre-soak Time - .....,.._w____ Titm:(9--6) .Fnd Pre-soak 6.4` 44j] E�Jom-,.//v Rate Min.Anch { 4* ('r f 9 rtiJ L-f5 -�^�S i-P Aj 15 /r)tA.J Site Suitability Assessment: Sitc Passed`^ Site Failed; Additional Testing Needed(YfN) Original:public licalth Division Ohsm ation Bole Data To Be Completed on Back--> --- - ***If percolation testis to be conducted LNvithin 100'of wetland,you must first notifp the Barnstable Conservation Division at least one(1)week prior to beginning; QNSEIMCiPERCFORM:DOC L__ r � DEEP OBSERVATION HOLE.-LOG. Hole# Depth from Soil horizon Soil Tecture S4i1:Color Soil Oil= Surfucc.(iir.) tOSDA) (Afunwtt) Willing (Strtii:am;Stuocs,8wlders: DEEP OBSERVATIONROLE LOG Hole:# Depth from SoitHorizon S6dTestuse Sad Cot" Soil other Surface(in.) (USiDA) (Mansell) Mottling (Smlcture.Stonm PA)tddera. DEEP OBSERVATION'ROLE LOG Hole# Depth frrmi Soil vil ixon Snit Textum Soil color soil Other Surfacc(in.) (USDA) - (Munse(1) Mottling (Structure,Stmies,Boulders, ............._.._._—....:__...___.............._._._.._. .......................----....... t1SE5.ik`aFOEFy...ls_GCu.Y.fl _ DEEP OBSERVATION HOLE.LOG Hole# Depth'from Suit Horizon Soil Texturc Suit Color soil Other Surface(in.) (USDA) (Munsell) Molding (Stniclure,Stones,Bouldem. C insi9trncv.%Grnvell Flood I_nsurance Rate Map: Above 500 ycarticlod:boundary No. Yes Within 500 year.boundary 23ii Yes_ Within 100 year flood boundary No_,,,__ Yes_T .Depth of YshtrailyAccurrina Pervious Matedal Does atdcast four feet of taturully.occurringpervious iaterial exist in all.areas observed throughout the area.proposed for the soil absorption system'? If.not,what is the depth of naturally occurring Pepe i� ral'- Certification I certify that on `` (date)[have passed the soil evaluator examination approved by the Department.o_f)nvironmental Protection and that flu.above analysis was rperformed`by me consistent^with th g expertise and ex pt ence described in 3l0 CMR 1:S:t)1.7: the required train'n ,ex �q �� } Signature !t/4l If �' Date Q:LSFPT[CtPERCFORM.DOC DATE: * HARNSTAsLE, FEE:_ y MASS. 9. 1639 ��� A�F REC. By Town of Barnstable SCHED. DATE: Board of Health 367 Main Street, 111.1annis 1%4A 026 1 Office: 508-8624644 FAX: 508-790-6304 / Susan G.Rask,R.S. Sumner Kaufman,M.S.P.Pl. Ralph A.Murphy,M.D. VARIANCE REQUEST FORM LOCATION Property .Address: 122 Annabelle Point Road, Centerville, MA 02632 Assessor's Map and Parcel Number: IM211/PI7 Size of Lot: Wetlands Within 300 Ft. Yes X Business Name: No Subdivision Name: APPLICANT'S NAME: Jacob Kesten Phone 508-790-5878 Did the owner of the property authorize you to represent him or her? Yes No PROPERTY OWNER'S NAME CONTACT PERSON Name: Jacob Kesten Name: Paul E. Sweetser, P.L.S. Address: 122 Annabelle Point Rd. Centerville Address:900 Rte. 134 #15 S. Dennis, MA 02660 Phone: 508-790-5878 / Phone: 508-385-6530 VAR CE FRO GULATION(List Reg.) REASON FOR VARIANCE(May attach if more space needed) 400prope 10 C 15. 1 Distances: 10' y Line required, 5' Failed Septic System ros raince 5 ' Checklist('to be completed by office sta f person receiving variance request application) Four(4)copies of engineered plan submitted(e.g. septic system plans) l--our(4)copies of floor plan submitted (e.g. house plans or restaurant kitchen plans) Signed letter stating that the property owner authorized you to represent him/her for this request 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 submitted (for grease trap valiance requests only) Variance request application fee COliected(no fee for hfegnard niodincation renewals,grease(rap vnriance renewals Isamt ownerAca<ce only),outside dining vannncc—rn als Isame nwnen't—ontyt,and variances lu repair faded savage disposal sysierns(only d no expansion to the building proposed)) Variance request submitted at least 15 days prior to meeting date VARIANCE APPROVED Susan G. Rask, R.S.; Chairman NOT APPROVED Sumner Kaufman, M.S.P.H. REASON FOR DISAPPROVAL C _ Ralph A. Murphy, M.D. Q:/WP/VAP.!REQ �� 5 aq n \� Barnstable Property Maps Page 1 of 1 fir... Parcel Details n 21 �' — ... � � :...::......:......::..:.:. at~t Tools Location 2ii5 .150 Parcel: 211017 Address: 122 ANNABLE POINT ROAD i1 i}25 Village: CE 0 139 ..I r Acreage: 0.67 1f Full Property Info � ; L` '.ti. 21101fa i ';- _ #138 ki Property Photo — _, 210634 210033 129 #122�-;l Owner& MailingAddress #114 Owner: DITROIA,JAMES F& "-#11® 2.10031 g102fHOLLY J TRS I. : 'ter' DITROIA FAMILY �::':�: ::.::::...�::�;::�•`" TRUST Mail Address: 11299 EAST APPALOOSA PLACE V4ilA1G TR' 1 ^s l y Pond SCOTTSDALE AZ 85259 21 41 i 11 # 5 �4 Assessed Value (FY19) Building Value: $130,800 !� 12 600 21000031�1 9fldtl�--,—�� ` 12�0044 �• .' Extra Features: $ , 77 Outbuildings: $20,600 , Land Value: $476,800 Total Value: $640,800 Residential Exemption No exemption. I Building.Details i Model: Residential Style: Conventional + ,s Basemap U U Home Layers Parcel Details 100ft El https:Hgis.townofbamstable.us/Htm15 Viewer/Index.html?viewer=propertymaps&run=FindParcel&propertyl... 2/13/2019 Fax Send Report NOV-15-2012 08:31 THU Fax Number . 15087906304 Name BARNST HEALTH Name/Number 915087710722 Page - 2 Start Time NOV-15-2012 08:30 THU Elapsed Time 00'30" Mode STD ECM Results [O.K] Town of Barnstable Regulatory Services Thomas F.Gciler,Director Public Health Division Thomas McKean,Director 200 Main Street, Hyannis,MA 02601 ., iit�� t DATE: NUMIIER OF PAGES TO FOLLOW; TO: ,1 FROM: PHONR: PHONE: (508)862-4644 FAX PHONE: FAX PHONE: (508)790-6304 cc: NOTES/COMMENTS: 0 , -"Co O:T-"rurmAx �1 _� �� r � � �,��� 1 � �� � � ���� 1�` � �� / ,--- �� � �,.. ��� ` �pTNE T Town of Barnstable. , CAB Regulatory Services T;$ '� � Thomas F. Geiler,Director ArE°"�°rA Public Health Division Thomas McKean,Director 200 Main Street, Hyannis, MA 02601 Fla law DATE: NUMBER OF PAGES TO FOLLOW: TO: FROM: V PHONE: PHONE: (508)862-4644 FAX PHONE: a FAX PHONE: (508)790-6304 U cc: ���7rLT�gt , z . d �Ko E�r�Rem e� � a� RYe� � ' ,.�% '�,��:- eta• C omen= NOTES/COMMENTS: � o G QAFax Form.doc SEPTIC INSTALL PROPOSAL TO: Irene Kresten 122 Annable Pt Rd Centerville MA 02632 August 3, 2012 RE: Updating Septic at 122 Annable Pt Rd Neighborhood Waste Water Services, Inc. is pleased to submit our quote to install,with the approval of the Board of Health of the Town of Barnstable, a system repair not designed for a garbage disposal, designed for(3) bedrooms, per an engineered plan drawn by Bass River Engineering dated 8/1/12 A new 1500 gallon waterproofed H2O septic tank will be connecting to a new 1000 gallon waterproofed H2O pump chamber,which will house a Myers SRM4 pump, which will pump to a (DB 6) Distribution box to 25(Quick 4 standard infiltrators)to be surrounded with perk sand. t We will connect where the plumbing exits the dwelling with schedule#40 PVC piping and continue it throughout the system. We will remove impervious materials within 5 feet of proposed leach area to an elevation of 40.0 as per the engineered plan. Quote includes all tree removal Quote includes all electrical work for the pump Access covers will be raised to within 6" of the final grade. The existing cesspools will be pumped and filled. ' All affected areas will be machine graded and hand raked out with existing on site materials. _...... ..... ... _.__. _...... .. .. ... ............._.._.......... .._..._... ........_ .:.._...... UPDATING SEPTIC SYSTEM - FOR THE AMOUNT OF:$17,180.00 Additional work-Loam and seed-$800.00 Accepted This price includes all labor, materials, taxes and permits.TERMS-We require 50%deposit and balance upon job completion and C.O.C. Important Notes This proposal is based upon suitable soils unless otherwise stated on proposal and the requirements of the State Environmental Code,Title 5: Requirements for the Subsurface Disposal of Sanitary Sewage. Unless itemized in the above scope of work,we are not responsible for the following: any plumbing adjustments or verifications, any utility relocation, any damage to irrigation systems, private utilities, asphalt or concrete, engineer inspections or staking's.Any changes or modifications to the plan by the Town of Barnstable or any other agencies will result in an adjustment in the contract price. If loam and seed are included in this proposal,all maintenance is the owners' responsibility. Respectfully submitted, Mark White Disclaimer: This Proposal is subject to revision if not accepted within 30 days.Subject to Mass Sales Tax- where applicable. It is expressly agreed that title,to all materials is to remain with Neighborhood Waste - - Water Services, Inc. until contract is paid in full. Unless otherwise stated- progress billings will be presented each month for all labor and materials on the job site. Failure to make payments as above stated shall constitute work stoppage and a bookkeeping and finance charge of 1 Y2%per month or an, annual percentage rate of 18%on balance past due 30 days and over. If not paid when due,the buyer agrees to reasonable costs of collection including attorney's fees. All labor and new materials furnished and installed by Neighborhood Waste Water Services, Inc. are guaranteed for one year.This installation shall be in accordance with all local,state and utility codes governing such work. ACCEPTED BY: DATE: ACCEPTED BY: DATE: Copy 1-Neighborhood Waste Water Services, Inc.Copy Copy 2 -Customer Copy 350 MAIN STREET TEL: (800)698-3993 WEST YARMOUTH, MA 02673 FAX: (508)778-9628 Septic Service Pumping 508-775-2820 Installation 350 MAIN STREET TEL: (800)698-3993 WEST YARMOUTH, MA 02673 FAX: (508)778-9628 Septic Service Pumping Neighborhood 508-775-2820 Installation SEPTIC INSTALL PROPOSAL TO: Irene Kresten 122 Annable Pt Rd Centerville MA .02632 August 3,2012 RE: Updating Septic at 122 Annable Pt Rd Neighborhood Waste Water Services, Inc.is pleased to submit our quote to install,with the approval of the - Board of Health of the Town of Barnstable, a system repair not designed for a garbage disposal, designed for(3) bedrooms, per an engineered plan drawn by Bass River Engineering dated 8/1112 A new 1500.gallon waterproofed H2O.septic tank will be connecting to a new 1000 gallon waterproofed H2O pump chamber, which will house a Myers SRM4 pump,which will purnp to a (DB 6) Distribution box to 25(Quick 4 standard infiltrators)to be surrounded with perk sand. We will connect where the plumbing exits,the dwelling with schedule#40 PVC piping and continue it throughout the system. We will remove impervious materials Within 5 feet of proposed leach area to an elevation of 40.0 as per the engineered plan. Quote includes all tree removal Quote includes all electrical work for the pump Access covers will be raised to.within 6" of the final grade. The existing cesspools will be pumped and filled, All affected areas will be machine graded and hand raked out with existing on site materials. UPDATING SEPTIC SYSTEM-FOR THE AMOUNT OF:$17.180.00 Additional work-Loam and seed-$800.00 Accepted This price includes all labor, materials,taxes and permits, TERMS.—We require 50%deposit and balance upon job completion and C.O.C. Important Notes This proposal is based upon suitable soils unless otherwise stated on proposal and the requirements of the State Environmental Code,,Title 5:.Requirements for the Subsurface Disposal of Sanitary Sewage.Unless itemized in the above scope of work,we are not responsible for the following:any plumbing adjustments or verifications,any utility relocation,any damage to irrigation systems, private utilities,asphalt.or concrete,engineer Inspections or staking's.Any changes.or modifications to the plan by the Town of Barnstable or any other agencles will result in an adjustment in the contract price.If loam and seed are included In this proposal,all maintenance is the owners'responsibility. Respectf II subm' d, Mark Disclaimer:This Proposal is subject to revision if not accepted within 30 days.Subject to Mass Sales.Tax-where'applicable. It is expressly agreed that title to all materials is to remain with Neighborhood Waste Water Services,Inc.until contract is paid in full. Unless otherwise stated—progress billings will be presented each month for all labor and materials on the job site. Failure to make payments as above stated shall constitute work stoppage and a bookkeeping and finance charge of 1 '/z%per month or an annual percentage rate of 18%on balance past due.30 days and over. If no. paid when due,the buyer agrees to reasonable costs of collection including attorney's fees.All labor and new materials fumished and.instalied by Neighborhood Waste Water Services,Inc. Ore guaranteed.for one year.This installation.shall be in accordance with all local,state and utility codes governing such work. ACCEPTED BY: DATE: ACCEPTED BY: DATE: K Town of Barnstable P .rte Aq, tL Department of Regulatory Services Public Health Division Date a63p �� 200 Main Street,Hyannis MA 02601 Date Scheduled 1 1 I� Time ` Fee Pd. Soil Suitability Assessment for Seware Disp�os_aln Performed By: Witnessed By: LOCATION&GENERAL INFORMATION' Location Address 122ANNAett --Pot&g Owner's Name JIM INTROIA Ce"- pl lam' Address 16677 /V. 1'7-{ ' uJA`f Assessor's Map/Parcel: 2A I/1'7 Engineer's NanJi eg� TWLe AZ. SS 1 NEW CONSTRUCnON REPAIR V/ Telephone#rNDll�l�s L( L�IO/� Land Use K-�i Slopes(%) 2/� Surface Stones /JA&C Distances from: Open Water Body?10a R Possible WetArea 1�i R Drinking Wafer Well AJ—A—ft Drainage Way/_R Property Line 0 Other R SKETCH:(Street name,dimensions of lot,exact locations of test holes&pert tests,locate wetlands in proximity to holes) t 7Q, e0 7N•2 tH�l �XIS� / J bt4) ° Q T (u �39 Parent material(geologic) OVMASH Depth to Bedrock &1A . Depth to Groundwater: Standing Water in Hole: Weeping from Pit Face _ Estimated Seasonal High Groundwater DETE N TIeO FO SEASONAL HIGH WATER TABLE Method Used: +C? � �'1 U F/ CIA" �/d De Observed Depth stiudiug io obs.Bole: Ct ' in. Depth to soil mottles: /'IA r in. Depth to weeping from side of obs.hole: [ in. Groundwater Adjustment O—B ft. Index Well# Reading Dale: Index Well level Adj.factor Adj.Groundwater Level PERCOLATION TEST Date ' Time" Observation Hole# I Time at 9" w Depth of Perc Time at 6" Start Pre-soak Tune Cya ,`Tune(9"-6') 2 End Pre-soap .:...__.-....--M- Gl 6Au•ok5 &ONC,/I11 Rate MinAnch Z. I'r!N I/V L 5 f T 4 4) 15 11''lA j Site Suitability Assessment: Site Passed Site Failed: Additional Testing Needed(Y/N) Original:Public Health Division Observation Hole Data To Be Completed on Back— ***If percolation test is to be conducted within 100'of wetland,you must first notify the Barnstable Conservation Division at least one(1)week prior to beginning. Q:\SEPTICIPERCFORM.DOC � Y s 9'• ,DEEP.OBSERVATION.HOLE LOG Hole#;. ::Depth from Soil Horizon Soil Tcdme Soil Color 'Sml - other • Surface Go.) (USDA) (Mmnsell) Monlieg (Structure,Staves Boulder;- . %Grasell 6 e A I32 mS 2.5n /may /!A DEEP OBSERVATION HOLE.LOO.; Hole# Z Depth from Soil Horizon Sail Teffime Soil Color soil Othus Surface(in.) (USDA) (MU-40 Mottling (Structure„Stones.Boulders. Consistency%Graven i 2 6fA I-5 l0q, 3/1 DEEP OBSERVATION HOLE LO,Gr Hole# Depth from Soil Horizon Soil Teztmc Soil Cola Soil Other Surface(n) (USDA) (Mmisall) Moaling (Structure,Stones,Boulders. Conistwcy%Graven - DEEP OBSERVATION ROLE LOG,'s Depth from Soil Horizon Soil Texture Soil Cola •soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders. Consistency,%Gravel) Flood Insurance Rate Man: Above 500 year flood boundary No_ Yes_ Within 500 year boundary NO Yes_ Within 100 year flood boundary No_ Yes Depth of Naturally Occurring Pervious Material Does at least four feet of naturally occurring pervious terial exist in all areas observed throughout the area proposed for the soil absorption system? AE If not,what is the depth of naturally occurring perkious material? Certification 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 train g,expertise and exp 'ence descnbed in 310 CMR 15.017. Signature Date ' •l2 t Q:\SEPTIC\PERCFORM.DOC i Map Page I of I Town of Barnstable Geographic Information System New Search Home I Help Parcel�V-,,-er Custom Map Abutter, Map Size zoom Out flafilm Elflli, Turn map layers on/off by r JPG selecting check boxes below M ............... :n:.................. .. .... ......:::: F! Town Boundaries .... . ....... ................ ....................... ........................................ .......... .. ............. ............ ............ ............ ...... [7 Road Names .......................... .............. .......... ............. .... .................. F.7 Voter Precincts............... ................. ............ ......... .......... ... ............... .... . ..... .......... ........ Map&Parcel Numbers .......... ................... ....... ..................... F Parce ls PH, ............... ............. .................... .......... ..................... "I'll, .......... ......... ....... ....................... .. ................... ........... .......................... ......................... E FEMA Q3 Flood Zones(Old Maps) .... ...................................... ..... ......... Will be Supenceded ................... ........ ...... . .......... .............. ......... ... ......... M AE(100 yr flood) ......... .............. ............ AO(100 yr flood) ..... ...... ............ bsg VE(100 yr flood w/wave action) X500(500 yr flood) .......... .......... ........... ........... .. ......0. / F� Neighboring Towns Nk . ................. ........................... ......... *X 13 X` X.: m ..... ........... ........................... ......... ............... .......... Water .......... .... ...... 12 0.(_ Streams F, st X �2,4: ..................................... .............. ....... ... Ir Set Scale 1 Aerial Photos li.r I MAP DISCLAIMER Copyright 2005-2010 Town of Barnstable.MA All rights reserved.Send questions or comments to GIS BarnstalbeNIA v1.2.4379(Production) http://66.203.95.236/arcims/appgeoapp/map.aspx?propertylD=211017 5/21/2012 Page 1 of 12 Chapter 360: Old-SITE SEWAGE DISPOSAL SYSTEMS r [HISTORY: Adopted by the Town of Barnstable Board of Health as indicated in article histories. Amendments noted where applicable.] GENERAL REFERENCES Sewers— See Ch. 184. Solid waste— See Ch.202. Wastewater discharge— See Ch.232. Sewer connections— See Ch.901. ARTICLE I Setback Requirements [Adopted 5-27-2003, effective 6-13-2003 (Section 1.00 of Part VIII of the 1991 Codification as updated through 6-1-1996)] Ti7 § 360-1. Location of components with respect to water bodies. Unless otherwise specified by the Board of Health, all soil absorption systems, leaching facilities, septic tanks, disposal fields, or other sewage disposal system components hereafter constructed shall be so located that a distance of not less than 100 feet shall intervene between any bordering vegetated wetland (as defined within 310 CMR 15.602 of the State Environmental Code, Title 5, Minimum Requirements for the Subsurface Disposal of Sanitary Sewage) and/or watercourse including brooks; ponds, salt and fresh water marshes, bogs, streams, coastal banks, lakes or spring high water mark of tidal waters and any portion of any soil absorption system, leaching facility, septic tank, disposal field, or other sewage disposal system component. ARTICLE II Soil Stability [Adopted 7-19-1973, effective 8-3-1973 (Section 2.00 of Part VIII of the 1991 Codification as updated through 6-1-1996)] § 360-2. Installation of septic systems in shifting sand prohibited. Septic sewage systems shall not be installed in any area where there is active shifting of sands or earth. This would include sand dunes, some areas of coastal beach and other areas subject to windborne free-moving soil. ARTICLE III Floodplain Sewage Regulation [Adopted 11-8-1977, effective 11-29-1977 (Section 3.00'of Part VIII of the 1991 Codification as updated through 6-1-1996)] § 360-3. Approval of systems in flood zones contingent on minimizing contamination. Permits for on-site sewage disposal or water supply may be approved for construction when located within Zones A and V as designated on FIA Flood Insurance Map Numbers H + 1-01 through H + 1-04, effective April 3, 1971, on file with the Town Clerk, Planning Board, Building Inspector, and Board of Health, when it is demonstrated by the applicant that in the event of flooding to base elevations such facilities are designed to minimize contamination. file://C:\DOCUME-1\miorandd\LOCALS-1\Temp\5WAR2YR3.htm r , LEGEND N LOCUS / x 100.98 EXISTING SPOT GRADE 45 ® Wequaquet —— —— EXISTING CONTOUR Lake Wequaquet Lake T—W—45 PROPOSED CONTOUR �EXISTING WATER SERVICE Pond Elevation —G EXISTING GAS SERVICE o a D 34.3 (2Feb2019) i 0 edge of water ,� �• —fl.H.W-- OVERHEAD WIRES Collins WF • WETLAND FLAG GO`\etan / 6.98 5,� a{e=��='=�5 51 WETLAND SYMBOL Wilcox Ln - TEST PIT BENCHMARK /iCOOL-P�`�� , o // �� Great Marsh Rd Q- DECK 36.86 LOCUS MAP NOT TO SCALE STG. \ PL. 9K• 149 PG. 71 36,E 37,17 \` /1 BENCHMARK EXISTING WA TER METER PIT EL.=39.14 3 BEDROOM o -� DWELLING (#122) �. x 37.60 T6F=39.1 36.7 PROPOSED SEWER CONNECTION '0 WF_1 INV.=36.65(VERIFY) 0 DEC < 3 0 SUN 37,06 ROOM 31Z, 9 EXISTING CESSPOOLS TO BE PUMPED, FILLED WITH SHED _—�— DECK I 6 39,00 W/MTR T 36,38 SAND AND ABANDONED P 39.14 ` UP/511/4A PROPOSED SEPTIC TANK & o 7,1. PUMP CHAMBER COMBINATION x I i 1500 500 GALLON 36.20 � \\ \ � �\ LILLY POND c'FO WF-2 c� 36.19 2 Rom. \\ X.- o 39. 38 O \ 36,53 i ' `\ \ . X 3; 40.22 \ :.:40,17\ \ F WF-3 40,51 92 �'\ 36.0 ``37.65 40,1�# �\ ` 1XR 7 0� \ � ♦, 39 6 36,80 x 40.48 Z . 0,81 `�Z♦ \\ Ed9 of o • 97 e D O" A � 0 7) 40.8 .. 41 \ \ 'A LOT--AREA 42.2 18 ��;.. .0 \ XF2 — — -— — 41.22 P s & Roil— • \ Fence •X�_ • • 41.11 41.6�1 --� ----- 39, 41.44 10 _— —_--_— Gravel 41,03 Road A NNA B 40.25 X 3 .94 L -POINT ROAD o PETER T. �, STRIPOUT BOUNDARY McENTEE (TO 'C" HORIZON) PARCEL ID: 211-017 CIVIL "' INSTALL A 40 MIL POLY LINER No. 35109 TOP OF LINER, EL.=41.0 PROPOSED SEPTIC SYSTEM UPGRADE PLAN . RFCIs����o BOTT. OF LINER, EL.=37`5 122 ANNABLE POINT ROAD, CENTERVILLE, MA Prepared for: James DiTroia, 11299 East Appaloosa Place, Scottsdale, AZ 85259 OWNER OF RECORD Engineering by: SCALE DRAWN JOB. NO. �Q DITROIA, JAMES F & HOLLY J TRS 1"=20' P.T.M. 113-19R DITROIA FAMILY TRUST Engineering Works, Inc. FLOOD ZONE DESIGNATION 11299 EAST APPALOSSA PLACE 12 West Crossfield Road, Forestdale, MA 02644 DATE CHECKED SHEET NO. NON HAZAD SCOTTSDALE, AZ 85259 (508) 477-5313 2/6/19 P.T.M. 1 Of 3 0 • PROPOSED SEPTIC TANK/PUMP CHAMBER NOTE: TO PREVENT BREAKOUT, INSTALL A 40 MIL PROVIDE H-20 RISERS WITH FRAMES & COVERS PROPOSED D-BOX POLY LINER AS SHOWN ON SHEET 1. OVER EACH ACCESS MANHOLE AND SET TO FINISH INSTALL WATERTIGHT RISER & TOP OF LINER, EL.=41.0 GRADE. MANHOLES BROUGHT TO GRADE SHALL BE COVER SET TO 6" OF GRADE PROPOSED S.A.S. BOTT. OF LINER, EL.=37.5 SECURED TO PREVENT UNAUTHORIZED ACCESS. INSTALL INSPECTION PORT (MIN.) T.O.F.=39.11 t F.G. EL: 42.2t F.G. EL.=41.7 to 42.2t F.G. EL.=37.2t F.G. EL.=38.5t PROVIDE ENOUGH WIRE MAINTAIN 2% GRADE (MIN.) OVER S.A.S. EXISTING SLACK TO REMOVE PUMP L = $, MAX 4" DIAM. INSPECTION PORT, L =, 2" SCH 40 PVC (( ) 13' x 35' LEACHING FIELD W�2-4" PERFORATED IN S.A.S., SOLID ® S=1% (MIN.) TOP EL=37.42 4'SCH40 PVC SCH 40 PERF. PVC DISTRIBUTION LINES ABOVE S.A.S., WITH SCREW CAP PROVIDE THRUST BLOCKS ® S=1% MIN. SET TO WITHIN 3' OF GRADE. 4"SCH40 PVC AT ALL BENDS s. s, 6 CAPPED ENDS 10• io• MAX. G.W. EL. 34.8 6" EFF. DE735' MM INVERT 4SGH�E�9TP� 14 I INV.=40.74 INV.=40.56o BE PERF. PIPE = 0.5� I INV. EL.=40.30(END) TF =36.00 �/ IL STANDING PROPOSED D-BOXFECTIVE LENGTH �znea oa a ul G.W. EL. 34.3 3 OUTLETS (MIN.) TION SYSTEM (PROFILE) Borr. EL=31.25 INV.=36.00t INV.=40.48 CONNECT TO EXISTING INV.=35.75 SEWER OUTLETS EFFLUENT FILTER SHALL BE INSTALLED ON OUTLET / INV.=36.65t TEE AS MANUFACTURED BY ZABEL OR EQUAL. FILTER `" ESTABLISH VEGETATIVE COVER SHALL BE INSPECTED AND CLEANED ANNUALLY. (See Pump Detail, Sheet 3 of 3) FINISH GRADE 1 0 /500 GALLON SEPTIC TANK/PUMP CHAMBER EL.=41.7 to 42.2t H-20 TANK �� APPROVED NOTES: BREAKOUT ELEV.=40.83 FILTER FABRIC 1) SEPTIC TANK/PUMP CHAMBER & D-BOX SHALL BE SET EL.=40.65(END) s:x" :>,.... .:A•:.:'". LEVEY & TRUE TO GRADE ON A MECHANICALLY COMPACTED BOTTOM ELEV.=39.80 3/4'-1 1/2" DOUBLE 6" CRUSHED STONE BASE, PER 310 CMR 15.221(2). 73.57' 91 WASHED STONE 2) INSTALL INLET & OUTLET TEES AS REQUIRED. 5' MIN. SEPARATION TO G.W. 3 MAX. COVER OVER TANK, D-BOX & S.A.S. SHALL BE 36". AND 4' OF NATURALLY 13' EFFECTIVE WIDTH AND PERVIOUS SOILS 4) CONTRACTOR SHALL VERIFY ALL EXISTING PIPE INVERTS EST. HIGH G.W. EL: 34.8 = SOIL ABSORPTION SYSTEM (SECTION) PRIOR TO CONSTRUCTION. (MAX. LAKE WATER SURFACE) SEPTIC SYSTEM PROFILE BUOYANCY CALCULATIONS GENERAL NOTES: H-20 SEPTIC TANK/PUMP CHAMBER 1. ALL CHANGES TO THIS PLAN MUST BE APPROVED BY THE LOCAL BOTTOM OF UNIT EL.= 31.25 BOARD OF HEALTH AND THE DESIGN ENGINEER. 2. ALL WORK AND MATERIALS SHALL CONFORM TO THE REQUIREMENTS HIGH GROUNDWATER EL.=34.8 OF THE STATE ENVIRONMENTAL CODE, TITLE V, AND ANY APPLICABLE BUOYANCY FORCE PER FOOT OF DEPTH: LOCAL RULES AND REGULATIONS. except as requested below: 12.2' x 6.7' x 1' x 62.4 lbs./cu.ft. = 5100.6 lbs. -LOCAL REGULATION Chapter 360-1, Location of Components with MAX. DISPLACEMENT = 34.8' - 31.25' = 3.55' Respect to Water Body's: MAX. UPLIFT PRESSURE = 3.55' x 5100.6 Ibs/ft = 18,107.1 lbs. 1) A 45' variance, Septic Tank to Bordering Vegetated Wetland, for a 55' setback. MADEP Title 5 requirement is 25'. ✓ WEIGHT OF UNIT EMPTY = 24,721 lbs. / 2) A 12' variance, S.A.S. to Bordering Vegetated Wetland, fora 24,721 lbs > 18,108 lbs O.K. 88' setback. MADEP Title 5 requirement is 50'. 3. THE SEWAGE DISPOSAL SYSTEM SHALL NOT BE BACKFILLED PRIOR TO INSPECTION, AND APPROVAL BY THE BOARD OF HEALTH AND THE DOSING & STORAGE REQUIREMENTS DESIGN ENGINEER. 4. ANY CONDITIONS ENCOUNTERED DURING CONSTRUCTION DIFFERING DESIGN FLOW: 330 GPD FROM THOSE SHOWN HEREON SHALL BE REPORTED TO THE DESIGN DOSING REQUIRED: 4 CYCLES/DAY (SAND) ENGINEER BEFORE CONSTRUCTION CONTINUES. 330 - 4 = 82.5 GALLONS/CYCLE 5. ALL ELEVATIONS BASED ON NGVD. DISTANCE REQUIRED BETWEEN PUMP 6. THE DESIGN ENGINEER IS NOT RESPONSIBLE FOR THE FAILURE OF ON AND PUMP OFF FLOATS: THE CONTRACTOR OR OWNER TO NOTIFY THE LOCAL BOARD OF HEALTH FOR PROPER INSPECTIONS DURING CONSTRUCTION. 82.5 GAL/CYCLE - 125 GAL/FT = 0.66 FT/CYCLE (USE 8") 7. WATER SUPPLY PROVIDED BY TOWN WATER SUPPLY. STORAGE REQUIRED ABOVE WORKING LEVEL: 330 GALLONS 8. THERE ARE NO WELLS WITHIN 100' OF THE PROPOSED SEPTIC SYSTEM. STORAGE PROVIDED: 9. ALL AREAS CLEARED FOR CONSTRUCTION SHALL BE RESTORED AS INV.(IN) EL: 35.75 PUMP ON EL: 33.08 = 2.67' AGREED UPON BY OWNER AND CONTRACTOR OR AS OTHERWISE STORAGE PROVIDED = 2.67' x 125 GAL/FT = 333,8 GALLONS DIRECTED BY THE APPROVING AUTHORITIES. 10. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE LOCATION OF ALL UNDERGROUND UTILITIES, PRIOR TO BEGINNING SOIL LOG CONSTRUCTION. 11. WHERE REQUIRED, CONTRACTOR SHALL REMOVE ALL UNSUITABLE SOILS IN THE AREA BENEATH AND FOR 5' ON ALL SIDES OF THE S.A.S. AND DATE: AUGUST 1, 2012 (REF. P#13,707) REPLACE WITH CLEAN SAND AS SPECIFIED IN 310 CMR 255(3). SOIL EVALUATOR: THOMAS McLELLON PE 12. AREAS REQUIRING STRIPOUT OF UNSUITABLE MATERIALS SHALL BE WITNESS: DONALD DESMARAIS IRS HEALTH AGENT INSPECTED BY DESIGN ENGINEER PRIOR TO BACKFILL. 13. THE ENGINEER IS NOT RESPONSIBLE FOR ANY UNDOCUMENTED EXISTING ELEV. TP- 1 DEPTH ELEv. TP-2 DEPTH SEPTIC SYSTEM COMPONENTS NOT SHOWN ON THE PLAN. 41.5 0" 41.5 0" 14. THIS PLAN IS TO BE USED FOR SEPTIC SYSTEM PURPOSES ONLY AND A LOAMY SAND A LOAMY SAND IS NOT TO BE CONSIDERED A PROPERTY LINE SURVEY. 1OYR 3/1 IOYR 3/1 40.7 10" 40.5 12" BLOAMY SAND B LOAMY SAND 10YR 5/6 24 10YR 5/6 DESIGN CRITERIA 39 5 C PERC 39 5 C 24" STRIPOUT TO 30"/48" "C" HORIZON NUMBER OF BEDROOMS: 3 MED. SAND MED. SAND SOIL TEXTURAL CLASS: CLASS I 2.5Y 7/4 2.5Y 7/4 DESIGN PERCOLATION RATE: <2 MIN/IN 34.8 HIGH G.W. = 34.8 HIGH G.W. �- DAILY FLOW: 330 GPD MAX. LAKE MAX. LAKE DESIGN FLOW: 330 GPD WATER SURFACE WATER SURFACE GARBAGE GRINDER: NO 33.5 STDG. G.W. - 96 33.5 STDG. G.W. = 96" 30.5 132" 30.5 132" LEACHING AREA REQUIRED: (330 GPD) = 445.9 SF PERC RATE: <2 MIN./IN. .74 GPD/SF STANDING GROUNDWATER, EL.=33.5 LAKE WATER SURFACE, EL.=33.5 (8/1/12) PROPOSED SEPTIC TANK/PUMP CHAMBER: 1500/500 GAL., H-20 LAKE WATER SURFACE, EL.=34:3 (2/5/19) PROPOSED D-BOX: 1 INLET, 3 OUTLET (MIN.), H-10 MAXIMUM WATER SURFACE, EL.=34.8 INSTALL AN 13' x 35' LEACH FIELD PROPOSED SEPTIC SYSTEM UPGRADE PLAN SIDEWALL AREA: NOT APPLICABLE 122 ANNABLE POINT ROAD, CENTERVILLE, MA BOTTOM AREA: 13' x 35' = 455 S.F. Prepared for: James DiTroia, 11299 East Appaloosa Place, Scottsdale, AZ 85259 TOTAL AREA:.....................................455 S.F. Engineering by: SCALE DRAWN JOB. No. Engineering Works, Inc. N.T.S. P.T.M. 21�119R LEACHING CAPACITY = 0.74 GPD/SF x 455 SF = 336.7 GPD 12 West Crossfield Road, Forestdole, MA 02644 DATE CHECKED SHEET NO. (508) 477-5313 2/6/19 P.T.M. 2 Of 3 NEMA 4 JUNCTION BOX CORROSION RESISTANT & LIQUID—TIGHT CABLE CONNECTORS SUPPORTED PROVIDE WATERTIGHT RISER, FRAME BY 1-1/4" PVC CONDUIT. JOINTS TO BE MADE & SECURED COVER SET TO GRADE WATERTIGHT. USE SJE RHOMBUS—JB PLUGGER OR EQUAL. PROVIDE ENOUGH WIRE SLACK TO REMOVE PUMP INSTALL 1' PVC CONDUIT TO HOUSE FOR WIRING HOISTING CABLE 709 STAINLESS STEEL WITH WATERTIGHT JOINTS. WIRE HIGH WATER ALARM 1/8" DIAMETER. / 1,760 LB. STRENGTH FLOAT TO SJE RHOMBUS TANK ALERT XT ALARM PANEL PROVIDE ENOUGH WIRE ON CIRCUIT SEPARATE FROM CIRCUIT TO THE PUMP. SLACK REM OVE TO PUMP IN =35.75 2" BALL VALVE (FIELD ADJUST FOR 20 GPM RATE) (INSTALL QUICK DISCONNECT FOR EASY REMOVAL) ALARM ON EL: 33.42 2"SCH. 40 DISCHARGE (THROUGH RISER—SEE PROFILE) PUMP ON EL: 33.08 2" 90' ELBOW W/ 1/4" WEEP HOLE FOR SELF—DRAINING FORCE MAIN PUMP OFF EL: 32.42 20„ 2" SWING CHECK VALVE BOTTOM OF 16" PUMP CHAMBER 8» 2" SCH. 40 PVC DISCHARGE PIPE ELEV.= 31.25 ADDITIONAL 3/16" VENT HOLE (MIN.) ABOVE PUMP FLANGE PROVIDE 2- WIDE ANGLE FLOATS: 6 (TO PREVENT PREMATURE PUMP BURNOUT) FLOAT NOA: PUMP ON/OFF—SJ RHOMBUS (PROVIDED WITH PUMP) LIBERTY LE40 SERIES PUMP .4 H.P. 115 V FLOAT NO.2: ALARM ACTIVATION FLOAT—PROVIDED WITH ALARM PANEL WITH 2" DISCHARGE, OR EQUAL (ON SEPARATE CIRCUIT FROM PUMP SPECIFIED) PUMP AND ACCESSORIES AVAILABLE AT: CAPE COD WINWATER WORKS CO., HYANNIS, MA. (508) 862-0166 NOTE: APPROVED ALTERNATE MAY BE SUBSTITUTED. PUMP DETAIL N.T.S. 1-4" POLYSEAL INLET DECK 3-4" POLYSEAL OUTLETS 15" STG. 1 3/4" 3 BEDRO0 o6 t N W LLING (# 22) o i HE T0F=39.11 r s.: „ 2 o SECTION PLAN SPECIFICATIONS 1.) CONCRETE STRENGTH 4,000 PSI ® 28 DAYS. pF/�4C SO DEC 2.) CEMENT, PORTLAND TYPE II PER ASTM C150-81 ROOM 3.) REINFORCEMENT PER ASTM C1227-93 4.) 15" RISER SECTIONS AVAILABLE D B-3 - - DISTRIBUTION BOX: 3 OUTLET - WIGGIN PRECAST CORP., BOURNE MA. (800) 564-6774 20" DIA. COVERS A) a (TYP.) Q �. 77 II it A I II II A s'-8" II it o II II � CV 4" KNOCKOUTS PLAN VIEW n? (TYP.) O 4"(8" H-20) 20" DIA. COVERS /—(TYP.) try. 5'- 4-INLET KNOCKOUTS 8" 4'OUTLET �" a (6-'2" H-20) 4" KNOCKOUTS 4'7" �: 4,9„ H-20) \ 4'-3" SUPPORT (SEE NOTE 3) \\ (4'-5" H-20) f BEAMS UQUID :. COMPARTMENT: LEVEL \\ ALL AVAILABL AR :. ... O *44 4"(6" H-20) \\ S'9•$ /,l CROSS SECTION A-A 3S \\\\ % WT of H-10: 18,852 LBS. 7 WT of H-20 24,721 LBS. SPECIFICATIONS SEPTIC LAYOUT 1.) CONCRETE 4,000 PSI AFTER 28 DAYS. 2.) CONSTRUCTION CONFORMS TO DEP TITLE V REGS. 310 CMR SECTION 15.226. PROPOSED SEPTIC SYSTEM UPGRADE PLAN 3.) TONGUE & GROOVE JOINT SEALED BUTYL RESIN 122 ANNABLE POINT ROAD CENTERVILLE MA 4.) REINFORCEMENT PER ASTM C1227-9393. � � 5.) ALSO AVAILABLE IN H-20 LOADING. Prepared for: James DiTroia, 11299 East Appaloosa Place, Scottsdale, AZ 85259 6) PROVIDE POLYMER WATERPROOF COATING Engineering by: SCALE DRAWN JOB. N0. H-20 SEPTIC TANK/PUMP CHAMBER 1500/500 Engineering Works, Inc. N.T.S. P.T.M. 113-19R 12 West Crossfield Road, Forestdale, MA 02644 DATE CHECKED WIGGIN PRECAST CORP., BOURNE MA. (800) 564-6774 (508) 477-5313 2/6/19 P.T.M. 3 Of 3 LEGEND N LOCUS / x 100.98 EXISTING SPOT GRADE Wequaquet -- 45 -- EXISTING CONTOUR = LakeWequaquet Lake 45 PROPOSED CONTOUR c h Pond Elevation —W EXISTING WATER SERVICE a O \ / o ' —G EXISTING GAS SERVICE o a v 34.3 (2Feb2019) / V) s edge of water // �• �.>Ll:Vim OVERHEAD WIRES Copins AV ton m \x/V WF ® WETLAND FLAG Godea 6.98 �n a-- Wilcox Ln � otei'�`='=�5.51 WETLAND SYMBOL a 65 i' TEST PIT 0c -i j// / BENCHMARK i��.sac '�i i o / 17ri g / // Great Marsh Rd DECK 36.86 LOCUS MAP NOT TO SCALE STG. \ PL. BK• 149 PG. 71 �36-9 37.17 \\ BENCHMARK Exis rING WA TER METER PIT EL.=39.14 3 BEDROOM `0 _ DWELLING (#122) o 37.60 T6F=39.11 = / c° 36.7 PROPOSED SEWER CONNECTION o DE WF-1 INV.=36.65(VERIFY) C � 3 0 37.06 SU_ ROOM 31VZ- 9 EXIS77NG CESSPOOLS SHED DECK TO BE PUMPED, FILLED WITH I � 39,00 W/MTR P T � 6 36.38 SAND AND ABANDONED 39.14 ` UP/511/4A / x'.` \ PROPOSED SEPTIC TANK & o Z �: 71. . '. PUMP CHAMBER COMBINATION 31K, p / X \ h x I ` 1500 500 GALLON 20 rn 38:11.:. \ \ � 36 \\ LILLY POND 3. CN J _ \ zo 39, 8 O \ 36,53� 40.22 T 40,17\ \\ F :. N WF-3 4 36,0 0,51 ``37.65 40,1�k � ♦.. X\ 39.76 -)3 \ ♦moo C) \\ Z \ ` 36.80 x 40.48 r- \\ ti NCO Z ���♦-A \\ of`Woods � Co ... Fri 0,81' �Z♦ Edg o� \ e 40,8 41 _ 42.?_ LOT REA 22,000SF, 18 41.7.:`:::: ::.:42 42.2 -�-+..� �,0 \ �F2 —- 41.22 155't♦. F PFence fix•---`-_ � •--_.__. 41.11 41.6� --� -----x 39, 41.44 10' _---/ ------ Gro vel 41.03 Road X:..T-- A NNA BL.�' POI 40,25 : : :3 ,94 NT ROAD OF Mgss9C�G o PETER T. �, STRIPOUT BOUNDARY McENTEE (TO "C" HORIZON) PARCEL ID: 211—01 7 CIVILNINSTALL A 40 MIL POLYLINER 35109 TOP OF LINER, .41. PROPOSED SEPTIC SYSTEM UPGRADE PLAN . 35 BOTT. OF LINER, EL.=37.5 ' I 122 ANNABLE POINT ROAD, CENTERVILLE, MA Prepared for: James DiTroia, 11299 East Appaloosa Place, Scottsdale, AZ 85259 OWNER OF RECORD Engineering by: SCALE DRAWN JOB. NO. 0 DITROIA, JAMES F & HOLLY J TRS 1"=20' P.T.M. 113-19R DITROIA FAMILY TRUST Engineering Works, Inc. FLOOD ZONE DESIGNATION 11299 EAST APPALOSSA PLACE 12 West Crossfield Road, Forestdale, MA 02644 DATE CHECKED SHEET NO. NON HAZAD SCOTTSDALE, AZ 85259 (508) 477-5313 2/6/19 P.T.M. 1 of 3 e PROPOSED SEPTIC TANK/PUMP CHAMBER NOTE: TO PREVENT BREAKOUT, INSTALL A 40 MIL PROVIDE H-20 RISERS WITH FRAMES & COVERS PROPOSED D-BOX POLY LINER AS SHOWN ON SHEET 1. INSTALL WATERTIGHT RISER & TOP OF LINER, EL.=41.0 OVER EACH ACCESS MANHOLE AND SET TO FINISH GRADE. MANHOLES BROUGHT TO GRADE SHALL BE COVER SET TO 6" OF GRADE PROPOSED S.A.S. BOTT. OF LINER, EL.=37.5 SECURED TO PREVENT UNAUTHORIZED ACCESS. INSTALL INSPECTION PORT (MIN.) T.O.F.=39.11 t F.G. EL: 42.2t F.G. EL.=41.7 to 42.2t F.G. EL=37.2t F.G. EL=38.5t PROVIDE ENOUGH WIRE MAINTAIN 2% GRADE (MIN.) OVER S.A.S. EXISTING SLACK TO REMOVE PUMP L - 8'(MAX) 4" DIAM. INSPECTION PORT, 74SCH! 28 2" SCH 40 PVC 13' x 35' LEACHING FIELD W/2-4" PERFORATED IN S.A.S., SOLID (MIN.) TOP EL=37.42 4SCH40 pVC SGH 40 PERF. PVC DISTRIBU110N LINES ABOVE S.A.S., WITH SCREW CAP PROVIDE THRUST BLOCKS ® S=1% MIN.) SET TO WITHIN 3' OF GRADE0 PVC AT ALL BENDS e . s. 6 CAPPED ENDS 10. io• MAX. G.W. EL. 34.8 6" EFF. DEPTH INVERT 4T SCHREU PvBE74� INV.=40.74 INV.=40.56 I SLOPE OF PERF. PIPE = 0.5% I INV. EL.=40.30(END) =36.00 STANDING PROPOSED D-Box 35' EFFECTIVE LENGTH (znseL OR Eoua): G.W. EL. 34.3 3 OUTLETS (MIN.) SOIL ABSORPTION SYSTEM (PROFILE) BDTr. EL=31.2s INV.=36.00t INV.=40.48 CONNECT TO EXISTING INV.=35.75 SEWER OUTLETS EFFLUENT FILTER SHALL BE INSTALLED ON OUTLET INV.=36.65t TEE AS MANUFACTURED BY ZABEL OR EQUAL. FILTER ESTABLISH VEGETATIVE COVER SHALL BE INSPECTED AND CLEANED ANNUALLY. (See Pump Detail, Sheet 3 of 3) FINISH GRADE 1500/500 GALLON SEPTIC TANK/PUMP CHAMBER EL.=41.7 to 42.2f H-20 TANK APPROVED NOTES: BREAKOUT ELEV.=40.83 x'_+_ :„< _ x;:-;, FILTER FABRIC 1) SEPTIC TANK/PUMP CHAMBER & D-BOX SHALL BE SET EL.=40.65(END) LEVEY & TRUE TO GRADE ON A MECHANICALLY COMPACTED BOTTOM ELEV.=39.80 3/4"-1 1/2" DOUBLE 6" CRUSHED STONE BASE, PER 310 CMR 15.221(2). 3.5 6 3.5' WASHED STONE 2) INSTALL INLET & OUTLET TEES AS REQUIRED. 5' MIN. SEPARATION TO G.W. 13' 3) MAX. COVER OVER TANK, D-BOX & S.A.S. SHALL BE 36 EFFECTIVE WIDTH OCCURRING AND 4' OF NATURALLY PERVIOUS SOILS 4) CONTRACTOR SHALL VERIFY ALL EXISTING PIPE INVERTS SOIL ABSORPTION SYSTEM (SECTION) PRIOR TO CONSTRUCTION. EST. HIGH G.W. EL: 34.8 (MAX. LAKE WATER SURFACE) SEPTIC SYSTEM PROFILE BUOYANCY CALCULATIONS GENERAL NOTES: H-20 SEPTIC TANK/PUMP CHAMBER 1. ALL CHANGES TO THIS PLAN MUST BE APPROVED BY THE LOCAL BOTTOM OF UNIT EL.= 31.25 BOARD OF HEALTH AND THE DESIGN ENGINEER. 2. ALL WORK AND MATERIALS SHALL CONFORM TO THE REQUIREMENTS HIGH GROUNDWATER EL.=34.8 OF THE STATE ENVIRONMENTAL CODE, TITLE V, AND ANY APPLICABLE BUOYANCY FORCE PER FOOT OF DEPTH: LOCAL RULES AND REGULATIONS. except as requested below: 12.2' x 6.7' x 1' x 62.4 lbs./cu.ft. = 5100.6 lbs. -LOCAL REGULATION Chapter 360-1, Location of Components with MAX. DISPLACEMENT = 34.8' - 31.25' = 3.55' Respect to Water Body's: MAX. UPLIFT PRESSURE = 3.55' x 5100.6 Ibs/ft = 18,107.1 lbs. 1) A 45' variance, Septic Tank to Bordering Vegetated Wetland, for a 55' setback. MADEP Title 5 requirement is 25'. WEIGHT OF UNIT EMPTY = 24,721 lbs. 2) A 12' variance, S.A.S. to Bordering Vegetated Wetland, fora 24,721 lbs > 18,108 Ibs O.K. 88' setback. MADEP Title 5 requirement is 50'. 3. THE SEWAGE DISPOSAL SYSTEM SHALL NOT BE BACKFILLED PRIOR TO INSPECTION AND APPROVAL BY THE BOARD OF HEALTH AND THE DESIGN ENGINEER. DOSING & STORAGE REQUIREMENTS -4- ANY CONDITIONS ENCOUNTERED DURING CONSTRUCTION DIFFERING DESIGN FLOW: 330 GPD ` FROM THOSE SHOWN HEREON SHALL BE REPORTED TO THE DESIGN DOSING REQUIRED: 4 CYCLES/DAY (SAND) ENGINEER BEFORE CONSTRUCTION CONTINUES. 330 _ 4 = 82.5 GALLONS/CYCLE 5. ALL ELEVATIONS BASED ON NGVD. 6. THE DESIGN ENGINEER IS NOT RESPONSIBLE FOR THE FAILURE OF DISTANCE REQUIRED BETWEEN PUMP THE CONTRACTOR OR OWNER TO NOTIFY THE LOCAL BOARD OF ON AND PUMP OFF FLOATS: HEALTH FOR PROPER INSPECTIONS DURING CONSTRUCTION. 82.5 GAL/CYCLE - 125 GAL/FT = 0.66 FT/CYCLE (USE 8") 7. WATER SUPPLY PROVIDED BY TOWN WATER SUPPLY. STORAGE REQUIRED ABOVE WORKING LEVEL: 330 GALLONS 8. THERE ARE NO WELLS WITHIN 100' OF THE PROPOSED SEPTIC SYSTEM. STORAGE PROVIDED: 9. ALL AREAS CLEARED FOR CONSTRUCTION SHALL BE RESTORED AS INV.(IN) EL: 35.75 - PUMP ON EL: 33.08 = 2.67' AGREED UPON BY OWNER AND CONTRACTOR OR AS OTHERWISE DIRECTED BY THE APPROVING AUTHORITIES. STORAGE PROVIDED = 2.67' x 125 GAL/FT = 333.8 GALLONS 10. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE LOCATION OF ALL UNDERGROUND UTILITIES, PRIOR TO BEGINNING SOIL LOG CONSTRUCTION. 11. WHERE REQUIRED, CONTRACTOR SHALL REMOVE ALL UNSUITABLE SOILS IN THE AREA BENEATH AND FOR 5' ON ALL SIDES OF THE S.A.S. AND DATE: AUGUST 1, 2012 (REF. P#13,707) REPLACE WITH CLEAN SAND AS SPECIFIED IN 310 CMR 255(3). SOIL EVALUATOR: THOMAS McLELLON PE 12. AREAS REQUIRING STRIPOUT OF UNSUITABLE MATERIALS SHALL BE WITNESS: DONALD DESMARAIS IRS HEALTH AGENT INSPECTED BY DESIGN ENGINEER PRIOR TO BACKFILL. 13. THE ENGINEER IS NOT RESPONSIBLE FOR ANY UNDOCUMENTED EXISTING ELEV. TP- 1 DEPTH ELEV. TP-2 DEPTH SEPTIC SYSTEM COMPONENTS NOT SHOWN ON THE PLAN. 41.5 0" 41.5 0" 14. THIS PLAN IS TO BE USED FOR SEPTIC SYSTEM PURPOSES ONLY AND A LOAMY SAND A LOAMY SAND IS NOT TO BE CONSIDERED A PROPERTY LINE SURVEY. 1OYR 3/1 1OYR 3/1 40.7 10" 40.5 12" B LOAMY SAND B LOAMY SAND 10YR 5/6 10YR 5/6 39.5 24" 39.5 24" DESIGN CRITERIA C PERC C STRIPOUT TO 30"/48" NUMBER OF BEDROOMS: 3 "C" HORIZON SOIL TEXTURAL CLASS: CLASS I MED. SAND MED. SAND DESIGN PERCOLATION RATE: <2 MIN/IN 2.5Y 7/4 2.5Y 7/4 DAILY FLOW: 330 GPD 34.8 HIGH G.W. _ 34.8 HIGH G.W. L2 MAX. LAKE MAX. LAKE DESIGN FLOW: 330 GPD WATER SURFACE WATER SURFACE GARBAGE GRINDER: NO 33.5 STDG. G.W. - 96" 33.5 STDG. G.W. = 96" LEACHING AREA REQUIRED: (330 GPD) = 445.9 SF 30.5 132" 30.5 1 132" PERC RATE: <2 MIN./IN. .74 GPD/SF STANDING GROUNDWATER, EL.=33.5 LAKE WATER SURFACE, EL.=33.5 (8/1/12) PROPOSED SEPTIC TANK/PUMP CHAMBER: 1500/500 GAL., H-20 LAKE WATER SURFACE, EL.=34.3 (2/5/19) PROPOSED D-BOX: 1 INLET, 3 OUTLET (MIN.), H-10 MAXIMUM WATER SURFACE, EL.=34.8 INSTALL AN 13' x 35' LEACH FIELD PROPOSED SEPTIC SYSTEM UPGRADE PLAN SIDEWALL AREA: NOT APPLICABLE 122 ANNABLE POINT ROAD, CENTERVILLE, MA BOTTOM AREA: 13' x 35' = 455 S.F. Prepared for: James DTroia, 11299 East Appaloosa Place, Scottsdale, AZ 85259 TOTAL AREA:.....................................455 S.F. Engineering by: SCALE DRAWN JOB. NO. LEACHING CAPACITY = 0.74 GPD/SF x 455 SF = 336.7 GPD Engineering Works, Inc. N.T.S. P.T.M. 2gB--119R 12 West Crossfield Road, Forestdole, MA 02644 DATE CHECKED SHEET NO. (508) 477-5313 2/6/19 P.T.M. 2 Of 3 NEMA 4 JUNCTION BOX CORROSION RESISTANT & LIQUID-TIGHT CABLE CONNECTORS SUPPORTED PROVIDE WATERTIGHT RISER, FRAME BY 1-1/4" PVC CONDUIT. JOINTS TO BE MADE & SECURED COVER SET TO GRADE WATERTIGHT. USE SJE RHOMBUS-JB PLUGGER OR EQUAL. PROVIDE ENOUGH WIRE SLACK TO REMOVE PUMP INSTALL 1' PVC CONDUIT TO HOUSE FOR WIRING HOISTING CABLE 7x19 STAINLESS STEEL WITH WATERTIGHT JOINTS. WIRE HIGH WATER ALARM 1/8" DIAMETER. f 1,760 LB. STRENGTH FLOAT TO SJE RHOMBUS TANK ALERT XT ALARM PANEL PROVIDE ENOUGH WIRE ON CIRCUIT SEPARATE FROM CIRCUIT TO THE PUMP. _ SLACK TO REMOVE PUMP INO REMOVE PUMP 2" BALL VALVE (FIELD ADJUST FOR 20 GPM RATE) (INSTALL QUICK DISCONNECT FOR EASY REMOVAL) ALARM ON EL: 33.42 2"SCH. 40. DISCHARGE (THROUGH RISER-SEE PROFILE) PUMP ON EL: 33.08 2" 90- ELBOW W/ 1/4" WEEP HOLE FOR SELF-DRAINING FORCE MAIN PUMP OFF EL: 32.42 20' 2" SWING CHECK VALVE BOTTOM OF 116" PUMP CHAMBER 1 8" 2" SCH. 40 PVC DISCHARGE PIPE ELEV.= 31.25 ADDITIONAL 3/16" VENT HOLE (MIN.) ABOVE PUMP FLANGE PROVIDE 2- WIDE ANGLE FLOATS: 6 (TO PREVENT PREMATURE PUMP BURNOUT) FLOAT NO.1: PUMP ON/OFF-SJ RHOMBUS (PROVIDED WITH PUMP) LIBERTY LE40 SERIES PUMP .4 H.P. 115 V FLOAT NO.2: ALARM ACTIVATION FLOAT-PROVIDED WITH ALARM PANEL WITH 2" DISCHARGE, OR EQUAL (ON SEPARATE CIRCUIT FROM PUMP SPECIFIED) PUMP AND ACCESSORIES AVAILABLE AT: CAPE COD WINWATER WORKS CO., HYANNIS, MA. (508) 862-0166 NOTE: APPROVED ALTERNATE MAY BE SUBSTITUTED. PUMP DETAIL N.T.S. 1-4" POLYSEAL INLET A DECK 3-4" POLYSEAL OUTLETS 15" STG. 1 3/4" TT} 3 BEDRO06 Ln W LUNG (# 22 i o ;; i I SHE TOF=39.11 To 00 SECTION _ SPECIFICATIONS PLAN 1.) CONCRETE STRENGTH 4,000 PSI © 28 DAYS. laF({( SU DEC 2.) CEMENT, PORTLAND TYPE II PER ASTM C150-81 UJ�GGffCC ROOM 3.) REINFORCEMENT PER ASTM C1227-93 4.) 15" RISER SECTIONS AVAILABLE D B-3 - - -DISTRIBUTION -BOX: 3 OUTLET WIGGIN PRECAST CORP., BOURNE MA. (800) 564-6774 p A� Z 'g' 20" DIA. COVERS �j p (TYP.) pQ �. VC 12'-2" OS _T_T � 6'-8" A I I I I I A II II II II I o 0 0 4" KNOCKOUTS PLAN VIEW. N N (TYP.) �! O 4"(8° H-20) 20" DIA. COVERS /—(TYP.) 5-8" 4°OUTLET 4"INLET KNOCKOUTS (6-'2 H-20) 4" KNOCKOUTS 3° 4'7" 4'-3" v SUPPORT (SEE NOTEJ3/ 4'9" H-20) f:f LIQUID (4'-5" H-20) ,'•�: COMPARTMENT: BEAMS LEVEL �♦ ALL AVAILABL (Typ) / �p 4"(6" H-20) ��\►` `Sq T CROSS SECTION A-A WT of H-10: 18,852 LBS. 7 WT of H-20 24,721 LBS. SPECIFICATIONS SEPTIC LAYOUT 1.) CONCRETE 4,000 PSI AFTER 28 DAYS. 2.) CONSTRUCTION CONFORMS TO DEP TITLE V REGS. 310 CMR SECTION 15.226. PROPOSED SEPTIC SYSTEM UPGRADE PLAN 3.) TONGUE & GROOVE JOINT SEALED W BUTYL RESIN 4.) REINFORCEMENT PER ASTM C1227-93. 122 ANNABLE POINT ROAD, CENTERVILLE, MA 5.) ALSO AVAILABLE IN H-20 LOADING. Prepared for: James DiTroia, 11299 East Appaloosa Place, Scottsdale, AZ 85259 6) PROVIDE POLYMER WATERPROOF COATING Engineering by: SCALE DRAWN JOB. NO. H-20 SEPTIC TANK/PUMP CHAMBER 150O 500 Engineering Works, Inc. N.T.S. P.T.M. 113-19R 12 West Crossfield Road, Forestdale, MA 02644 DATE CHECKED WIGGIN PRECAST CORP., BOURNE MA. (800) 564-6774 (508) 477-5313 2/6/19 P.T.M. 3 of 3 u ,.__. .. _ SYSTEM `L aC US .SPECIFlCATIONS FOR. P MPS, PUMP CHAMBER, AND PIPING, SOIL TEST DATA NL LEGEND: 1 INSTALLER SHALL , INSTALL, AND TESTAG COMPLETE, CONSSTiNG EXISTING SPOT ELEVATION 0x00 ` SWITCH T _NOF SU MERSlBLE SEW GEP MPS AND MO ORS DISCHARGE_ PIPi G VA VES F 0AT Date- 03 13 00 Wit ness: ess Donna Miar n d, Evaluator: B. J. Young EXISTING CONTOUR LEVEL CONTROLS, ALARM LEVE CoNTROL CONTROL PANEL AND PRECAST PUMP CHAMBER, o , Ea , x00 MINA SPOT.;:ELEVATION, IP T T I AN WIT -MANUFACTURER'Sw r,LALi; EQU MEN G BE NSTALLED kf� ACCORDANCE H AND G RU 0 e P th Other r C7 F ELEVATION 1 N A REGULATIONS P THE T UR ELE RECOMMENDATIONS,N IN ACCORDANCE ANC WITH' 31 MR 5 AND LOCAL E UL T GN FOR ,. FINAL GON 0 0 RECOMME D IO S, ANC7 CC D E TH OC G ( S . E � _ ; ' LOCU from .. w , Soil it 'Texture r r ,. Sa So e to e Soil Gofa Soil (Structure,ure Stones,e Boulders,' r_ r t on s ou de s Z A Ox00.. ; , N TA7 AND A R G AT N F R_ RAC ! P - F ANlTARY EWAGE A L L UL 0 S 0 SOIL TEST. LOCATION AND ELEVATION SlIBSU F E D S OSAL © S S D 5 E OC E • _ S L _ E� , Su rface.face Horizon P D n US A u se I Mottling Consistency, % ,M M tt Cons st c o Gravel) o ( ) . - r c} CAKE WIRING.G ' E R ELECTRICAL RNn T` P tJ TLILI Y POLE -a- n h' d - Q z c es r a 1 4 V N N P R T i FROM T T I P A M Y R RM R EQUIVALENT NT' INSTALLED ED 0 SE E A E CIRCUIT UNDERGROUND GAS WATER, :ELECTRIC,C 2 PUMPS SHALL BE E E S S O O Af�E L T A I RESIDENCE. F o W' T C ALARMS, WITH N ALARM N EACH, E C TG E L MS H ONE L M I E ESD N E TELEPHONE, CABLE ' , L _ �tTT�eLl . EL V 0 .��. E 39 9 0 3 0 _ e` m o��rr e v Tw,Deo Lae s s . . P G g 9 0 T I A ALARMS B A MANUFACTURER. 1NST ELATION MARSH w _ CATCH BASIN 3 FLOAT SWITCHES, CONTROLS,- NbY SAMEA sN R WATER AT 9 ER 0 etc. ,,. cAq Q , N T PTI N FIN TA R WN -R. i 0 RA1LS A 0 0 O S LLE 0 E _ _f �. 7 .3 5 4 _ V E m 1 R 1 iv Friable ., ., ELE ..2. Sand Loam 0Y 2 N Massive, Q 1_ 44�LARM WITH AN VI IND `T R HALL B INSTALLED 1N ACH DWELLING AUD BLE D SUAL ICA 0 S SAR A M N AP : M I R IRGET R ROD ON TE C IT FROM PUMP. ELECTRICAL L ER MIT WILL BE E ED.G E E A 5 8 A LoamySand 10YR 3 2 0 Massive Ver Friable _ Y 4 128. 5 .. -1 8 8 --" 4 w1 :' 7 Y , v V i _. B -Loam Sand .5 P 3 N 'Massie Very Friable ROUTE 28 � V NT _ -" E EN {� . , :. c ... 1 Y Bw2 am a 1 R 4 v Fri Loamy Sand 0 5 E Massive, Very able Y y , LOCATION AP L AT N M_ , IO ... PROPOSED -WAT R SE E y 1 5 ,fl a Rvc T B ,. ` . , 10.00 sE E _ o E _ g , 30 3 5 1 i 4 i ! r 5.00 _� C Grave I Coarse 2 5Y ,6 S n e G aSn : Loose 1_% 5 0_ WITHIN 1 1=SLEEVED D WI N 0 Y SLEE T O w , 23 Sand Gravel Cobbles 0 P N T 5. 0 A Y EP71C OM EN 0 N S C 0 � _ 32. 1 , 11 39. C Medium an_ 0 2 Sand _ o <_ f�ERC RATE , ilk�2M k H n NC . 'A W r� 100 FROM LAKE EQUA' ET 1t'� L ,: 4U N 4: , 1 91 L g_ �} `�' E 5.98 34.98 V .: , b -- x .., ._ DOSING CALCULATION 0 e .0 0 , r% _ DOE PER AY 4 ;DOSES D 4 , V ti U R DOSE 0 P VOLUME PER D E 33 G D 4 DOSES DAY 82.5 ..GAL .DOSE 0 a _ t AIN A h O U 4 _ _ o x DR B C V UME 2 12 2 PI 4 8 1.05 FT 3 9.98 f .t 8 ,. `"-�.--.... . DEPTH OF DOSE 1. 5 FT 3+8 25GAL 7.4 I:: .. _. ...� :... � D ( 0 8 GAL FT 3 4 , ? 8;17 L x 4.42 W 4, 3 4 ., 3 , N 8 w _ a 5 0 ...�'^"� 10.00 - , ._. �, DESIGN 'CALCULATIONS _ , ,. , , ` . T E GENERAL E E AL NO ES , NUMBER OF BEDROOMS O S G SAS EASEMEN B E O M 3 . , r A i IT_ . GARBAGE DISPOSAL N NOT ALLOWED G B E D G L U G LO ED 1 ALL WORKMANSHIP AND MATERIAL CONFORM T R t , S P L SHALL CO ORM 0 31QCM I� N F , ) , S OW DESIGN 1`. L A wN ink ND TO C BA STABLE RILES AND 'REGULATIONS FOR 7H SUBSURFACE I P A FSANITARY a I .�UBSU F CE D.S. OS L G SEWAGE. 3 BEDROOMS x 110 GAL BR DA .� 0 D. (. SSP isED GPU , . .....ads:. , .. .':. , T A.. N R CT R SHALL VERIFY. : : ,L>- _CO A G LL ER Y LOCATION F: EXISTING UTILITIES. 7� B� - \ REQUIRED SEPTIC TANK CAPACITY , , MIN 150 GAL G O E , .0 t , R M V , _. CONTACT F A_DIG SAE ND L0 A WATER" 'DEPARTMENT ACTUAL SEPTIC TANK CAPACITY 1 AC L 3 'BUSINESS L E C C �,00 G L , r ,S S , , .--* a A f NNi TEST \ D Y.� BEFORE N-G CONSTRUCTION. ' LEACHkNG 'AREA DIRE EN E BEG e . _ SOILS, e,� ., _ ,�, A E Q M TS 5�I _ , to .9 C-+ 3) , CONTRACTOR .SHALL:-LOGA A T!'� NI ELE 39.90 _ ,, --BOTTOM 0.74 GAL' SF DALOCATE ALL EXISTING C SANITARY FACILITIES . . FR OM ROM 0 ON PREMISESAND FILL R REMOVE f F A LL G RE 0 E SAME. � SIDE _D 00 GAL S D POND ... . ` _ to > : L LLY ALL COVERS' f�' N I_ A 0 SANITARY I„ _ . LEACHING CAPACITY YT UNITS SHALL B BROUGHT TO '.W _.. _ ,- _ # ___- . _ _ . _ L G C TL E 8 OUGH WITHIN , , _ F FINISHED. GRADE. 0 x .Z4 A F - 4 6 0 N HED G . .. (2 x23 0 G L S DAY. 3 0 GP _-- S E. . 2 EXCEPT WHERE 5 EX RE DESIGNATED X TIN A FINAL�i _ _E..1S G ND AL GRADE SHALL r _ 6 5.57 REMAIN N7 ; E5SE lALtY UNCHANGED. r N , 0 DETERMINATION � 6 E M ATI N ;Q . . D ER G HAS BEEN MA A a . _ DE S TO COMPLIANCE WITH P_ 1 .WIDE EWE.__ 0 , _. E X E R DEEDED G ZONINGRESTRICTIONS,_. S - � - O REGULATIONS,PROPO ED ,.- _--� .,.� n TI e CONS G o , u sr i : A R , , W TE �'_ `,3 � OWNER/APPLICANT`APP AN G 11C T MUST OBTAIN :SUCH DETERMINATION M M 1 IN 0 FROM AS ENT ,,E E N M 1 M _R R V : t�S R IC E E APPROPRIATE T--- AP RGPR A E AUTHORITY', RI J'Y Q POND r _ EXCA 7E AND REMOVE UNSUITABLE' MATERIAL` F R.. I BLE 0 5 AR�3UND 7 ,. ,. DRIVE , : LEACHINGSYSTEM ,A 0 AND REPLACE WITH CLEAN AND: S 8 FANY DETAIL OF N ` r , ., , O , G S PLAN, IS NOT UNDERSTOOD CONTACT P� S QO S / S L f DESIGN ENGINEER AT 4 1 '� � E 39 960 _ - . "` 0 BE _ 1 --- U I 2 1 4 HOUR NOTICE � 9� 8 S REQUIRED :FOR ANY INSPECTION r REMA `OR CERTIFICATION RE `U}R 0 ED 37 _ DRIVE Y- W SCALE, t 20 ,.- .. � : :: •. ,/''� LILL YTU �T .0 PAU i YV 4 E 35044 ;r , os 4I 4 • �' fi 5 D SCHED 0 'REF' PIPEMAX , . , 1:. MIN QO , 3.00 N MARK P B C E H � 0.5� SLOPE G SPACING , G CROSS CONNECT TOP FTOPSOIL, o 0 0 _ . >, s 3 E u� ,SEED D I AT A N V M X LATERALS LS AND ENT 3> FOUNDATION 0.17 P 7 2% SLOE 6 M v9.9 F „ a MA X . , DENSE GRADED 2 EASTONE a L�VEL_2 MIN _ 9 , MIN 6 MAX 3 I 41.91 MIN_ ,> STONE OVER DRIVE IN 6 MA _ " 9 t _3 X 1 i ; _ 0 M L, APPROVED Y BOARD F` . _ I 40.E ED �3 BO D 4 HEALTH VINYL i r 3 4 TO 1-'f 2 1.25 _ � / 4 0.6 S ,3 �..-�, _ . 1,17 _ , . ATE. T . c�ouB�� D AGENT: .1 ,! „ 37.20 WASHED M1 17 .,, STONE , 4082 DISTRIBUTION TI N`DIS R BU 0 4�.41 ... BOX 0. 5 0 2 36:75 »,P2 1.y3 DAY RE�"ERV ;V 9' ,..: ASSESSORS 'Ivl A P T 1 `P ., 37.OQ i D 3 _ 9. 0 BOTTOM LEVEL2 0 PARCEL: 43 _ , B 3 8 �oaca WAIN t, , 11 1. 4. VEEP H 10 0.33 4 , 32.25 .: A - ON :'HOLE ,. 5.00 „ 1 3 .95 _ -- PROPOSED l E SEPTIC SYSTEM UPGRADE IN :T V 1 20 : x23 x6 FIELD:: I WATER LEVEL BA, RNtiTABLE MASS FOUND D � 3 a a _ou 1 r E V 33.2 EL ,1 - � 122 ANNABELLE POINT ROAD t V PROB. NIGH GROUND WATER: ELEV 54.8 0 GRAVEL ON NATIVE SOIL OR ' , I CONTROLLED LAKE 1.500 GALLON SEPTIC TANK 6 E N CONTROLLEDK , COMPACTED ` LA E LEVEL . ' - - -' 1 ALL... N MP CHAMBER MECHANICALLYcG crEh BASE T�ri�: ELEV 34:8 ST 1500 H 20 000 GALLON PUMP AS PREPARED FOR. _ - G LE ST 1 QC?0 N 20 A DATE. . JUN 30 2000 : ANDREW HATCH and , =20 2 I REV.. . SEP �..7, 2000 JAGOB I�ESTEN PA E. S T...ER P V UL WEE PROFESSIONAL LAND SURVEYOR T P, 1 BALLAST CALCULATION-. 1500 GAL SEPTIC TANK, N20 L S U A BALLASTCALCULATION: 1000 A PTIC TANK H2O B-ALL S GAL , BOX 15, 900 ROUTE 134, SOUTH DENNIS,;-:MASS 02660 DISPLACEMENT:` 11 x X FT, _ 1 7:.. x 2:55 C 62 4 CU 0 99DISPLACEMENT: 9 x x 'S'.25 X 2.4 CUFT F3402 #/ # 2 85 6 #� # 508 _385 6030 WEIGHT MFG CATALOG) 1230 FILE NO. E S L � . WEIGHT MFG S CATALOG 14500 , - 2 7 SHEET 1 OF BALLAST'R IRED, 0 1 �.0 00 REQUIRED: BALLAST REQUIRED. 0 # # a 2 1 Z w o ►- AN m� W� SEPTIC SYSTEM DESIGN SEPTIC SYSTEM SECTION COVERS WITHIN 6" Zz Q (OAF FINISHED GRADE C7 anC=1 FLOW ESTIMATE: TO GRADE OVER PUMPER } 40.46 3 BEDROOMS AT 110 GAL/DAY= 330 GAL/DAY a TOP OF -� ,. ,. TEE AT LOCUS FOUNDATION ^" - R ,\ INLET INSPECTION PORT(3"TO GRADE) ,mra . SEPTIC TANK: - m ,. Op J a„ ELEV.=41.0 U 330 GAL/DAY X 2 DAYS= 660 GAL 3 Z USE 1500 GALLON SEPTIC TANK 3 .0&40.7 COVER >� (EXISTING) 4 37.25 36.95 l (1'MIN) GREgT LEACHING AREA: ELEV. ELEV. 4L0 40.83 M RSH RD USE 25 INFILTRATOR QUICK 4 STANDARD CAPACITY CHAMBERS 37.5 37.2 ELEV. ELEV. • ' : : : : : : : : : 40.0 a ELEV. ELEV. D-BOX ELEV. LOCATION MAP AS SHOWN (1 T x 22'x 8"DEEP) PARCEL A (29,800 SF) 33.0 1500 GAL GAS BAFFLE& 1000 GAL 6 OF STONE UNDER) F15'x 22'- � ASSESSORS MAP:211 PARCEL:17 SIDE AREA: NA (0.74)=NA GAL/DAY ELEV. SEPTIC TANK ZABEL FILTER 3LE PUMP CHAMBER ELEV. USE 25 INFILTRATOR QUICK 4 5 2' PLAN BOOK:149, PAGE;71 (2} ((6'OF STONE UNDER OR WITH MYERS SRM-4 PUMP.PUMP ALAR DRAIN HOLE 40.67 STANDARD CAPACITY CHAMBERS BOTTOM AREA: 4'x 25 UNITS x 4.7= 470 SF(0.74)=349 GAL/DAY MECHANICALLY COMPACTED) PACKAGE TO BE INSTALLED IN DWELLING ELEV. AS SHOWN (15'x 22'x 8"DEEP) FLOOD ZONE:C CAPACITY=349 GAL/DAY TEE SIZES: POWERED BY A CIRCUIT SEPARATE FROM CHECK INLET:6"UP,13"DOWN THE PUMP POWER. DISTANCE BETWEEN VALVE OUTLET:6"UP,14"DOWN ONIOFF SWITCH TO BE 4") ADJUSTED GROUND WATER ELEVATION (DISTANCE BETWEEN ON SWITCH (FIXED ELEVATION OF LAKE WEQUAQUET) AND ALARM TO BE 12") BUOYANCY CALCULATION(SEPTIC TANK): LIVING BED 10.5'x 5.67'x(34.8_33.0 x 62.4 LB/CF=6,687 LB TH-1 42.0 TH-2 42.0 WEIGHT OF TANK=11,480 LB BED TEST HOLE LOGS ELEV. ELEV. ROOM O/A HORIZON O/A HORIZON DECK BED LIVING ROOM DECK ROOM BUOYANCY CALCUlAT10N(PUMP CHAMBER): LOAMY SAND LOAMY SAND 8.5'x 4.83'x(34.8-32.7)x 62.4 LB/CF=5,380 LB ENGINEER: THOMAS MCLELLAN,P.E. 10YR 3/1 10YR 3/1 ROOM WEIGHT OF TANK=8,240 LB 10" 41.2 12" 41.0 WITNESS: DON DESMARIS,R.S. B HORIZON B HORIZON SUN LOAMY SAND LOAMY SAND ROOM G bath KITCHEN bath DATE: 8-1-12 24„ 10YR 5/6 40.0 24" 10YR 5/6 40.0 PORCH 1st FLOOR 2nd FLOOR PERCOLATION RATE: <2 MIN/IN C HORIZON C HORIZON MEDIUM SAND MEDIUM SAND 2.5Y 7/4 2.5Y 7/4 EXISTING FLOOR PLAN 96" OBSERVED 34.0 96" OBSERVED 34.0 BENCHMARK AT 132" GROUND WATER 31.0 132", GROUND WATER 31.0 WATER GATE CONTROLED ELEVATION OF LAKE WEQUAQUET=34.8 ELEVATION=40.60 42 i NOTES: Q / I 40 1.VERTICAL DATUM: ASSUMED Q' PROPERTY LINES APPROXIMATE 38\ LLi 2.MUNICAPAL WATER IS AVAILABLE. 179't 36\ 34,, ! �'� 3.SCHEDULE 40-4"PVC PIPE TO BE USED THROUGHOUT SEPTIC SYSTEM. Stockade`-Fence \ shed 4.ALL PRECAST UNITS SUBJECT TO TRAFFIC LOADS TO CONFORM WITH AASHTO H-20 SPECIFICATIONS. `\\ ` �• / WU HT HOUSE shed 5.PIPE PITCH= 1/4" PER FOOT(UNLESS NOTED OTHERWISE). Q 42 8 �F BA W �/ _ In�=40.7 �o I �I I �� �/� 6.FIRST 2'OF PIPE OUT OF D-BOX TO BE SET LEVEL. Q 42.8 ' =�� Gray F/3pM00' I i �� 3LU 7.THE SEPTIC SYSTEM HAS NOT BEEN DESIGNED TO ACCOMODATE THE USE OF A GARBAGE DISPOSAL. �l �h/n of D�nee "^' ~ EKE I 34 +l 8.ALL CONSTRUCTION DETAILS ARE TO BE IN CONFORMANCE WITH THE STATE OF MASS.ENVIRONMENTAL -/ 1+ ; LUW CODE(TITLE FIVE)AND LOCAL HEALTH REGULATIONS. Q °c th-2 9.CONTRACTOR TO VERIFY LOCATIONS OF ALL UTILITIES PRIOR TO CONSTRUCTION.- ,- 24"'OAK iC m ip th-1 pi / DECK I 10.GROUND COVER OVER ALL SEPTIC SYSTEM COMPONENTS NOT TO EXCEED 3'. G `� �� EXISTING DECK 3 BEDROOM I 6 ��Q 11.FIELD SURVEY PROVIDED BY TERRY A.WARNER,P.L.S.,HARWICH, MA. s' PC `�\\�\ J DWELLING `C� y / ® t° fnd=40.46 p 12.THIS PLAN REQUIRES THE REVIEW AND APPROVAL OF ONE OR MORE TOWN DEPARTMENTS AND 42 2° // ®' / ~ ST _ < I ��0� IS SUBJECT TO CHANGE UNTIL SUCH TIME. S, O `O•0 13.EXISTING CESS POOLS ARE TO BE PUMPED AND FILLED WITH SAND OR REMOVED. GAELEHONE � Q cAgLe,PHONE 14.D-BOX TO BE WATER TESTED TO ENSURE LEVELNESS AND EQUAL FLOW. o,"�` Fence 15.THIS PLAN IS INTENDED FOR SEPTIC SYSTEM DESIGN PURPOSES ONLY. G�� ��gtock � 0 16.SEPTIC TANK AND PUMP CHAMBER ARE TO BE WATER PROOFED BY MANUFACTURER WITH IPANEX CONCRETE ADDITIVE OR CONSEAL 55. A 6"EZ WRAP IS ALSO REQUIRED FOR BOTH TANKS. ,36 ; 17.ALL UNSUITABLE SOIL,(B HORIZON,APPROX.24"DEEP)WITHIN 5'OF PROPOSED LEACH AREA IS TO o BE REMOVED AND REPLACED WITH CLEAN MEDIUM SAND. 18.BOAT HOUSE SEWER LINE TO BE ENCASED WITHIN A 6"SLEVE OF PVC PIPE WHEN WITHIN 10'OF \�gpn4e x EXISTING WATER LINE. ) -' FLAG 3 EeSemenE 239� SITE PLAN �t' 'x� O �-'- LOCATION: _ e FLAG 2 -- _� KEY: 122 ANNABLE POINT RD, CENTERVILLE, MA � . $.1, ,.� EXISTING CONTOUR:- 38 -�-'OF O� PROPOSED CONTOUR:•••••••••••• VA T1 PREPARED FOR: 40 EXISTING SPOT ELEVATION:25.5 ° FLAG 1 ���' PROPOSED SPOT ELEVATION:25. DATE:8-1-12 IRENE KESTEN SCALE: 1"=30' TEST HOLE: �. UTILITY POLE: I FENCE LINE: - BASS RIVER ENGINEERING HYDRANT:.- RETAINING WALL:® +'" THOMAS J. McL LAN, P.E. P.O.BOX 1163, EAST DENNIS,MA 02641 _ 508-385-3426 M12-21