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0225 OLD FALMOUTH ROAD - Health
225 OLD FALMOU': 'H RWA I.Kw*e - 1 A= 099 058 t I. 1 I fi7 MA,b, Louse_ TOWN OF//BARNSTABLE LOCATION �� //�/Gy/�(lr' R/ SEWAGE# VILLAGE,y% QTO&S'/'Yf/11s ASSESSOR'S MAP&PARCEL INSTALLER'S NAME&PHONE NOSoB-y��973 OSj�G J/c�f/v^U.S' SEPTIC TANK CAPACITY LEACHING FACILITY: (type),� �0 js�iy/ /-'>S (size) J� X NO.OF BEDROOMS a r'w • �� /1 , � OWNER / PERMIT DATE: , �2 /q COMPLIANCE DATE:.S—/5—/J ` Separation Distance Between the: Maximum Adjusted Groundwater Table to the Bottom of Leaching Facility Feet Private Water Supply Well and Leaching Facility(If any wells exist on site or within 200 feet of leaching facility) Feet Edge of Wetland and Leaching Facility(If any wetlands exist within 300 feet of leaching facility) pFeet_ FURNISHED BY i , n„�QSSary TOWN OF/BARNSTABLE LOCATION '� ��� ��/i�j®(/jGj SEWAGE# VILLAGE �141- /j,� �/ASSESSOR'S MAP&PARCEL INSTALLER'S NAME&PHONE NO.S?3-�120-M g�0Szl,-4 e���3dG"f2S SEPTIC TANK CAPACITY LEACHING FACILITY..(type) (size) NO.OF BEDROOMS / OWNER' PERMIT DATE: COMPLIANCE DATE: Separation Distance Between the: Maximum Adjusted Groundwater Table to the Bottom of Leaching Facility Feet Private Water Supply Well and Leaching Facility(If any wells exist on site or within 200 feet of leaching facility) Feet Edge of Wetland and Leaching Facility(If any wetlands exist within 3.00 feet of leaching facility) ./� Feet FURNISHED BY r � � 2 S S° r Ji C.e . � 2 4 No. X "" F'EE, COMMONWEALTH OF MASSAG R USETTS 0 Beard of lkalth, S ,MA. �., APPLICATION fOR DISPOSAL SYSTEM CONSTRUCTION PERMIT Application for a Permit to Construct(.) Repair(,) UpgradeX Abandon( XComplete System' O Individual Components Location ZQS' t.4 F 1/•'t�J '� _ Owner's Name a Map/Parcel# �� �j a Address ® . 13.,2e jr 1 /"` S Lot# Telephone# Installer's Name »�e,6vfpp-/�+�C r^v? Designer's ric.Nar � tA-6 � Address gi. 6,m m2t' Ad l�iacsj'ttsts s Address Z. &J r Telephoned# 8g—'?, 7'—. —/14A ®Z.6(fY Tele hone# 7 p8= �-T SS�t 3 Type of Building /��S ��. Qj �zst Q 2 i! / �t/`7A Lot Size g' c- Dwelling-No.of Bedrooms Garbage gringer. / � ��-� l ( ' Other-Tv e:o Building .. No.of persons Showers( ),Cafeteria Other Fixtures _ZA _ Design Flow (min.required) 4*46 gpd Calculated design flow Design,flow provided gpd Plain Date �Z 1 1 q Number of sheets Revisi n Date Title tad ��� S&Skew ( deb .� 2zS0Ic�...P'� 1 wlcnrj-Pn ``I/) Description ofSoil(s) _ do ` r Soil Evaluator Form No. / �� Name of Soil Evaluator Peki/- EA Date of Evaluation _ ..� DESCRIPTION OF`REPAIRS OR ALTERATIONS The undersigned agrees to install the above described Individual Sewage Disposal System in accordance with the provisions of TITLE 5 and furth a es not to place the sy em.in eration until aJCertifcate of Compliance has been issued by the Board-ofHealth.01 Signec .�_ = L.i4Ar,�/� Date " C c�H '' V Nos *=��74I/ � A� � � . (AA) � I/ FEE ���I /+-✓'".. k" COMMONWEALTH OF MASSACHUSETTS AA Board of Health, Del�1'l S1`tj 1>� MA, _ APPLICATION FOR DISPOSAL. SYSTEM CONSTRUCTION PERMIT ,AJ C.'-Ck.( Aj G- Application for Permit to Construct( ) Repair( Upgrade(�4 AbandonO ,['Complete System O Individual Components , Location z z.5` 6 id-- t l mac f i- f�Z Owner's Name xn q�-/^ Map/Parcel# It ^ � 1� ; Ki Address � l (� Be$ q _ M^J"t 4 �rj 6 z4 '? F Lot#; Telephone# �-"� Installer's Name :;G,e {j• Designer's.Name / r d _ Address ! Ce�4r1 lane' /r'�G 11 Q�S fa/i 5 � Address "fZJ�.�' �.. Telephone#.5'a ` -Z_r4-"T 7p'� � 0Z6(f 3 Telephone# SO -4'77 Type of;Building / �f'S c o;�'1?rt�r< _ ,�i note t4 i/h 1 f'u � l/''�Aj�. f ea ' �C. . / ,r Lot Size sq-£t.. it LL I /V Cr- .Dwelling Dwelling-No of Bedrooms Caw�-tl Garbage grinder ( :) Other-Type of Building 1J,/A No.of persons Showers O,Cafeteria Other Fixtures , Design Flow q'1n.require(1) gpd Calculated.design flow Design:flow provided a gpd -Plan: Date. s /q Number of sheets Revision Date f Title . QAA;P_ , 41-t`c S�.s.Ft .�t l� � g s'°/o 2ZS"�1/cf" /` J s-w u ►1'4-� /��t /i'l �/J - Description of Soil(s) r t;.eca ' ` �/ ,/"1�IC 6A ate of Evaluation: I2Z / 9 I (E' - Soil Lvaluator'Form No..�aa✓/t S`�'�-�' Narne of:Sbil Evah+ator wr DESCRIPTION,017 REPAIRS OR AixERA IONS {'#J-e(-A1 1.5 The undersigned agrees to install the above described Individual Sewage Disposal System in accordance with the provisions of TITLE 5 and: further"agrees to not to place the system in operation until a Certificate of Compliance has been issued:by the Board of Health. Signed /1 //�� `: >�i e� �1 e/�/t ' s� Date �j a r, fictions- � A"s+'� l--'/(�Gf _ ra _ C%f/ 1.1i 77 /�X�_S1, v No. FEE �fs't/ ✓. rCOMM, ONWEALTH OF MASSACHUSETTS N. Board of Health, 6q %/'/�rCi ,MA. CiERTIFICATEOFCOMPLIANCF, tae�Y tN i7o( J Description of Work: ❑Individual Component(s) PD�Complete System The undersigned hereby certify that the Sewage Disposal System; Constructed O,Repaired ( ),Upgraded (,..),Abandoned ( ) by: at 7 - e.1 12-ei , Marsfd'is ^il/s y�r� has been installed in accordance with the provisio/ns of 31.0 CMR 15.00 (Title 5) and the approved proved design plans/as-built plans relating to application No.._IX ✓ /r k dated. 1 / ! Approved'Design Flow (gpd) 6//�+''1' 1 '..� "•r Div �' / f= �. �1 " W Installer A + Designer: /�nr i� fit:.1c j�A}e./t=ts /vtC_ Inspector: . �\->=--✓A1 1A / f 1`� ,Date: / t f "d vV l"",," p Jt .r The issuance of this,permit shall not be.construed as a,guarantee that the system will function as designed. , No. /7 FEE: r� 4✓ COMMONWEALTH Of MASSACHUSETTS Board ofHealtla, / ✓�t� �ZQ. MA. - DISPOSAL SYSTEM CONSTRUCTION PERMIT Rn',-1,Q ry 1_'we I I Permission is hereby granted to; :Construct( .) Repair( ) Upgrade,(o ) Abandon( ) an indhidual sewage disposal system at -Z ZS` Q//J iC;;Q yt4a a t-A .. N��a-'s t�y�/,/` t as described in.the.application for llisposa]System Construction Permit No. f dated119 f .Provided: Construction shall.be completed withi l three years of the date of this,,permit. All local conditions must be met.. � Board of Health Form.1255 Rev.S/96 AN.Sulkin Co.Cha�estown,MA Date,�� Town of Aarnstabl Regulatory Services Richard V. Scali;Interim Director ' ZARNST4BM • n" of MASS. a S. .39. ]P ublic Health Division t pro6 �°� gTfDMA�& [.horn as.McKea.n, Director 200 Main Street,Hyannis, 1'IA 02601 z:. Office: 50S-562-4644 Imo' ITax: 5 _7t)0-();iO T Installer & Designer Cei•tiftcation Form a� Date: � ��' � i9 Sewage Permits �� ✓'�g 2O/ `— / ssessor's liap\Parcel G d C l_✓l te2 �t Designer: c b,�,P_e na it -•r—tA 5 r Address: Id Address: S Cwt N'1-R" 12C l c=^ens act Le A ` G Z L Y s M�, M .MN Un vas issued a l eznitt to Install a (date) (znstaller) Septic system at ZzS CAA based on a desigta drawn by (address j .. _ EI ated �(dcstgne►-) 1 I certify that the septic systern referenced above was installed substantially according to the design, which may include minor approved changes such as Lateral relocation of the distribution box and/or septic tank. Strip out (if req�lired) was inspected and t1le sails ' were found satisfactory. � ;,��5 I certify that the septic system referenced above was installed with major changes (I.e. greater than W lateral relocation of the SAS or aiiy vertical relocation of anv coznpozient of the septic system) but in accordance with State & Local Regulations. Phan revision or certified as-built by designer to follow. Strip out(if required) was inspected and the soils t�ere.four d satisfacto-V. , I certify tli,at the system referenced above,was constructed iia c with the. terms of the PIA approval letters (if applicable) - (I stallcr'S Signature}. Ctvtz S0.35149 0 j�� - RFGtSTE� (Designer s Signature) (Affix Designe ere) PLEASE RETURN TO 13ARNSTABLE PUBLIC HEALT14 DIVISION. CERTIFICATE OF CON11PLI.ANCE WILL NOT BE ISSUED UNTIL BOTH THIS FORzi1 AND AS- ;BUILT CARD ARE RECEIVED BY THE BARNSTA'BLE PUBLIC: YIEALTH DIVISION. -T1IAZr YOU. Q;'Sc pii,.7 ev 5-14-13.doe . Engineers note:This certification is limited to ar as-built inspection of system components as installed prior to backfiil.The engineer did not§upen,ise construction of the system.The installer assumes responsibility for all materials,a;orkmansNo,b�acMilling to specified grades vain proper compaction,and setting risers'covers as sho:•m ore the design plan. < 43 No. FEE COMMONWEALTH OF MASSACHUSETTS Biiard of FIealth, MA. /}CCCSS d p APPLICATION FOR DISPOSAL S YSHM CONSTRUCTION PERMIT PW 6u.(nr(:,_ Application fora Permit to Construct( :Repair(,,) UpgradeK Abandon( O'Complete.System Cl Individual Components. Location C:lui j �2�( V Owner's Name Map/Parcel# �—�� Address /0+ v, /-Sq X S-F !`7. OVA,tl I S Mjj Lot# Telephone# �Q Installer's Name .^� Desi.� o� t SZ We gner's Name Address 1 Oq& ,u eft M-i M M `I�� Address f Z v �rY 3S P, -1k tC4 /j;4 Telephone# S�f�� Z —?75-Z. ZC, Telephone# S-O,F '77_6 3f 3 UZCc TYPe of Building. ��J iC ✓1�i of ��n� ��l y C 5�5 C�/�`� Lot Size �`.. � �C .Dwelling-No.of Bedroom*". Garbage grinder.( :) Other-Type:of Bulding ."t� /jI� No.of persons Showers( ),Cafeteria( ): Other Fixtures / A Design Flow min.required) 3d d Calculated desi •n flow d Desi n flow rovided y d g ( _9 `) gp � g P gP Plan: Date. Number of sheets y Revision Date Title ?^4qS-¢df �-_J-C S;,S• (W-1 f Zz 12,4 Description of Soil(s) ° j Soil Evaluator Form No. LJT�i✓n S 1"41 Name of.Soil Evalitator / e CE'l Date of Evaluation DESCRIPTION OF REPAIRS OR ALTERATIONS � w ( � r1.SS47Cxz( j S/-+c.d f.5-OU _ 6-c,( f? j3o x .a c a ( 'CL-hCZ rt-k - The undersigned agrees to install the above described Individual Sewage Disposal System in accordance with the provisions.of TITLE 5 and ` f a ee to not to placXthte operation until a Certificate of Compliance has been issued by the,Board:of Health. le Date I�eeti�n-s �� +.•..•No. FEE' HUSETTS C ONMW6�1.111-OF-MASSAC I Board of fleulth, ? r-i►� .hl^ MA. APPLICATION OR DISPOSAL SYSTLM CONSTRUCTION PERMIT IT Pw Application for Permit to Construct( Repair(,) Upgrade(pe), AbandonO - Q•Complete System O Individual Components Location 22,!5- 61e4 Owner's Name Map/Parcel# q l "'. r � l tsr.l ��I ;Address 130 x S Cl /` . ►M ,}I S f sl� Lot# Telephone# Installer's Name + Designer's Name .a"a aY s g 4 n ,i et to ✓• err Gu .i'�c c Address �1 �'� � 2+1 �a( A hI • M I t S Address/Z pj C;r1s S T', (of (Z-1 /zF--c5.-44 t Tele phone# G'Z(o P U� - 7?-$�3'/3 Qzi p � d�._ 2� ...']7S-Z y Tele hone# � c Type of Building �Q j e t�C.'t `,7 ' -��`n t`e ��r'4>�i/ -/¢Cf L`S.S Uf'- Lot Size �' 6 a C- ..sq:-£t:- T.'UV04 LfeV (5_ Dwelling-No..of Bedrooms / Garbage grinder Other-Tvpe of Building /yf! No.of persons Showers,( ),Cafeteria ( ) :Other Fixtures i t , Design Flow (min.required) 3 3d; gpd Calculated design flow Design flow provided gpd Plan: Date, f ! �1 '"� Number of sheets 41 Revision Date Title )O/h do r-ed A;,.�+-(M upa egp6- J'<<!�A 2 .S►� [ l<� f</.-1.Q,f x Description of Soils)' Soil Evaluator Form No: Name of.Soil Evaluator c C -�}-td-MC1� Date of Evaluation I Z. J>l i 1- ; DESCRIPTION OF REPAIRS OR ALTERATIONS 3!�e r.t f-. f Gam'S.Sc�aJ!• /�t S l-�s-.t1 f_S`©Q.. c1 t y�4 �. /4C Chi r� „ The undersigned agrees to install the above described Individual Sewage Disposal System in accordance with the provisions ofTITLE 5 and f4rdier agrees to not to place the system in operation until a Certificate of Compliance has been issued by the Board of Health. f Sign A���� �-•� Date Ins eisJ +fD .(JI P, j t�� t 4 _ J ff No. y / /// FEE COMMONWILALM OF MASSACHUSETTS Board of Health, %3-kin MA. CERTIFICATE OAF COM PLIANC i s ss d��r Description of Work:. '0 Individual"Component(s) 6®=Complete System The undersigned hereby certify that the Sewage Disposal_System;• Constructed ( ),Repaired ( ),Upgraded ( ),Abandoned ( ) by;: - at ��'Z S" 4I d t 7(r-t.rri►-k lZd _ lea<'t-Ir tS Mc (( 5- _r has been installed in//accordance with the provisions of 310 CMR 1.5.00 (Title 5.) an�th app roved.design plans/as-built plans relating to application Nov ia/ 7 � dated. AZ h / 10 Approved Design Flow�(gPd) Installer Designer:45i-c .'/t-��.s:n t Wa>L4 t /yt Inspector: f I 1t !-/��) ' +'� .-. .. Date; G� I The issuance of this permit;shall not be-construed as a guarantg?that the system will function as designed. No. � FEE. COMMON ,. ,- ' Board of Health, b( , MA. 0 T T .11J DISPOSAL. S1��T -M CONSTRUCTION PFl�l�l IT /4cc c Permission is hereby,granted -to; Construct( ) Repair( ) Upgrade(X) Abandon( } anindividual sewage disposal system at 7Z.S 'Cg/X4cx11/-4 /Aq--.O-OV 19-'#(- as described in.the application for Disposal System Construction Permit No,.�ln 10"' , I, dated R �/ 1 Provided: Construction shall be completed w thi three years of the date of th ti permf£.fAll loca conditions must be met. Form 1255 Rev.5/96 A.M.Sulkin Co.Chadesim,MA D'ate�,J .�.�1 Board of Health A l .� T Town ®f Barnstable rx �¢ regulatory Service Richard V. Scali,Interim Director C" anxxsTnar.e,-Y tu. MASS. 639. Public Health Division 'Y�p i 10� ArfD Fppt Thomas McKean, Direc.toj- 200 Main Street,11),annis, NIA 02601 Office: 5t)5-562-4644 Spy-'7`?O•:h:Oq. Installer & Resigner Certification Form Date: �' I_l'9 Sewage Ferrnit# 2-01!- —e�r.7 assessor's Ma \Parcel N c t:..VA+e-e Desianer: ; x r tit ��r< n� t�`t (ti1Q Installer: J4£� 5 y-`G S C Address: 1 Z L11, Ch s�� �c/ �� Address: S\ Cc,, wt N't e"F'r IZZA, Oil i`s e $`v was issued a permit to install a (date) (lnstatlerj septic system at ZZ.S; CAA r tvvtc%_ based on a dzs1 -1 drawn by (address) -ky,114C dated (designer) . certify that the septic systern referenced above Vas installed substantially according to the design, which may y include minor approved changes.such as lateral relocation of the distribution box and/or septic tame.. Strip otit (if required) was inspected and di.e soils were foiind satisfactory. . I certify that the septic.system referenced abot-e was installed with major ehamrLs (.i. . greater than 10' lateral relocation of the SAS or arty vertical.relocation of any component of the septic system) but in accordance with State &. Local R.egulation.s. Plan revision oi- certified its-built by designer to .follo�ri. Strip-out(if required)c, was inspected and the sails were,found satisfactory.. I certify that the system referetic,ed above was constructed ilz :with the. terms of the 1,A l. � rcnaf letters ifa applicable)approval ( PP ) �S a� TEIRE� --1 a ) (11 Stallcl°s Sl mature 1L. v b C L t�O 35109 o REGIS1 FF `ti (Desigrer's Signature) (Affix Designe ere) YI:EASE RETURN T(? BARiISTABLE PUBLIC HEALTI-I DIVISION. CERTIF[iCATE OF,COMPLIANCE WILL NOT BE ISSUED UNTIL BOTH THIS FORM AND AS- B>tfILT CARD ARE RECEIVED BY THE BARNST.ABLE PUBLIC HEALTH DIVISION. :'.Sc}t�.',7JiatrnerCcaification !'ui•prP S-I4-l3.doe Engineers note :This cerhncatior is limited to an as built inspection of system components as installed prior to backfill.The engineer did,not supervise-`consl uction of the system. the•nsialler assumes resoonsibility!or all rn,aterrals,t:orkmanship,o<, kii!lirg to specified g ales%a.ith proper compaclion and setting r;seracove,,s as sh-6,T)on the design plan. McKean,:Thomas From: McKean,Thomas on behalf of Health Sent: Friday, July 19, 2019 4:58 PM To: 'Amanda DeFazio; Health Subject: 225 Old falmouth Road/ Septic Questionaire Good Afternoon, This application appears to be approvable. New septic systems were installed on May 13, 2019 and May 30, 2019. It is located within a nitrogen sensitive area. However due to the very large size of this parcel (8.6 acres), nitrogen loading from four bedrooms is not a concern . However a floor plan of the main house was not provided. [NOTE: Section#2f of the application requires floor plans.] So,:please provide a neatly drawn floor plan of the three bedroom dwelling. Sincerely, Thomas McKean From: Amanda DeFazio [mailto:adefazio(cbkinlingrover.com] Sent: Friday, July 19, 2019 3:50 PM To: Health Subject: Septic Questionaire Hi Thomas, I have applied for my cottage to be part of the Accessory Affordable apartment program. I've been working with Anna.Brigham over in planning and development. She said I needed to fill this out and get it over for your approval and signature. Please let me know if you have any other questions thank you Best Regards, Amanda DeFazio Kinlin Grover Real Estate Like us on Facebook• Follow us on Instagram,Twitter&Linkedin•Watch KGTV on YouTube! View our Listings at www.KinlinGrover.com CAUTION:This email originated from outside of the Town of Barnstable! Do not click links, open attachments or reply, unless you recognize the sender's email address and know the content is safe! 1 I..Health Department Drop-Off HI.ours: 8:00 A.M -.4:30 P.M . . Town of Barastaulc I2ccelved by IlcAltft r, % Re ulatal y Se><wlces DeI a tc , nit Richard V.ScI Dit ectot ..��.r.,I.. Public Health DIv1SI011 °'fa►at' !to its ICcAn,Dh ectot T n Ic . 200 Main SlrcctI 11yannis,MA 02601 __ b. Once: 50 -8G24644 i ttx; 508-790-6304 .. .ACCESSORY AFFORDABLE APARTMENT SEPTIC QUESTIONNAIRE r. Property Address:rr 225 O.ld Falmouth Road Asse 1 �I;...�.!..,:�I��:��.��.r��.r::'.��.,....-ji�;��.'r...,:�.:.I.,s:��..."�-�:,�,%.::r...�,';-.���.I�::-�rI..I�_�,..r.'.�::�r.".r�%,r�:__;..�;%.,..I.%,�,�!.'�''...-�..:.'—�'�j''�:i_'...�.:-_.��.:.'r,-,,.,,;.-"-,!;-._'i'�:��.�:..�'�:-�-:�-,�,'r��-�,I-:r:bh-I�-��'.�'I�-.�.,,�.'.:.�:r�':�J%`�.�::_,'�'.,�rr-:�:�..�.r;:?�',.,�'.r.��;�..�r-b�,�'��;:�-'..:�:�.�.;',�.�.''—.,,,,�...',��:.�',��.�.:,��:','.rF..��',�..%;,�,."r�.':r:-I'.:".''....�,..�.�;.��:.�.,:�l-.'�:I_,:�.:�:'',..��j�.:��.���,�'z�.��,."�.�-%:,,'.��.�t:'.%1��:::':�.r�.:�;:.��.:�:,�.:r��:...�..,�r..�'.�:�';..b r.:,'�.�:-._::.���.',��.;;'i.�.��:�.%I:-:�.!..:...r�����,�j��r��j;'.�..'.,.'�..:'-;�,:��:r:.�.,�,.��_-:�:':�:��r��:!'.:.,,.�,....''_..���r��rrr�_'�.�.�..!.�._�'rr�::��].,'—:'-.-.'-r��_��..:..�r�rrr�'.�:�::�.,,,,:'�r���.r:.�';.��:�.,']�r':."-:�';:�r',:ri'%:.�:r�.�'��.r�;�'r��:,�'�7�-r�:—'.:,,%:���''�:.;0��::�i��..�'r,"�.�,'�,'rrz�'�:::r rI�.,j;�1]:.::�.:r:-'.',t��1,;�_"'rr;;!r�.r�,_:,r:.�".,,���r::��,.::.r�':.,�.::r.—r��.......�.,;��r�.�:r�..:*9:r�,r�,�ri�:��:.'::��,�r!�.�'_.,*�,,:,:.r'�'-..-,.:���.'i�;I:r1,,�:�..::��.��,��:.:.,:r:-_��,�-.;-.:.�'','�:,._:�:!-:.�.�:�.�1.'rr.-b;:..�_"�:_;:!:.�%�b:,.,;'..,�.,��',:�.�!:'-,i_..�,-_.,,.'�;��:,.�:_��*��.':��,;:,.:�,'-;�r;�;"�..��r.*��:���.:,�,,4:'..','�,�::4.*�t�-.:,::.1.��..:b;��1"'',:�.�-:�,,:'.�:��',�,;..��—:,*�'�..:r.,�:�-,.._�:;,:��,b'�.�r�:,�!..::-,.r—j._��...�:��.:.�.._�'',:,�_'�.......��.���_�'Z... ssor's Map/Parcel Number 099-058 Michael a' . . . . Applicants) Name: .D .F. . .nd Amanda 77.4 3924831 adefazio kinlin rover com Phone. E Mail. 9 Size of Lot. 8.58 acres 2a Haw many bedrooms exist at your property now? 4 2b How many bedroom are :you>planning to add as part of the Accessory Affordable Apartment Program application? 1 26 How many bedrooms total are proposed at this property (fncludmg the Accessory unit) 4 2e, Isthe-proposed Accessory Apartment contained within• the mainhouse QR X a d;eached tructure 2f. Sbbmitfloor plans for all buitdings on the entire property. Show all existing rooms in.. he dwelling and the proposed accessory apartment. Utbel each room clearly. Label measured wed h of all open doorways. Uses raight ea a for hand drawn plans an be sure all taleliing .s legibleo . o. I . Stoned Date, 7117/2019 1 ::. .. . . .. :. ....::::;t .'.. - ... ...'.. '. .. : . .. ACCESSORY AFFORDABLE`APARTMENT SE PTIC'QU ESTIDN NAIRE FOR STAFF USE ONLY � 1 Is the dwelling connected to Town sewers ❑ Yes No 2 Dwelling located INSIDE; ❑ QUTSIDE the Saltwater Estuary Protectiori Zone 3 Dwelling .located [SIDE ❑ OUTSIDE public supply well Zone of Contnbut�on `' 4 Dwelling is connected.to O ON SITE WELL l3 PUBI IC WATER s 5 Disposal works'constructM:, permit on file? es ❑ No If yes, how many bedrooms were allowed by this permit bedrooms2 t5 .. ►J .. 7 Were building permits obtained for additional bedroomsi `,O Yes ChNo . ff Engineered septic system p an On,file at,the Health Division? es ❑ No a , b If proposed accessory: unit is detached from pnnc�pal dwelling, is that plan on:fl16? ❑Yes 3 No ..��:.-,';-:�-,.',.,�:�.;,�����%,:.---�!�,l,--.��.,�.�-I,%-:...,I:,7��..-�:, �,;...�-.'...11.��,..lI.le.---f,.:.�.�j.'..:--,l�..!:�,.,:..:�..:.�...:.:.:-..�.�.,:t�.-2�.i..4!.�..,.,";:.�--.,:..7�-.,-%,.!I�9,1...�.�-:%.�:�....,;.%.":...:-..�_.I�-1,,:�:-..—."i:�.,.4..�,�;.,I�.fI..,. `�-1�..�.....i-...%!-:,.::.�I.�.,�:.���,���.�.-�".!..!%...R.;�.---...,-�:.,.,.�,'�-......::��:...- :. i 9> , Existing septEc system capacity is bedrooms i- � SS '1.�.---,,1.:��-I-.,4..:..,��-�.:;.t--,...�... �.".t�.-.,.:���I`-..-.!!!�.;-!i,�.!..;��.i,..-;�,-.1..j.,1-�;'�,.`.--:�-�.�:i.��',,���-..;;-.,,,,.:��,,���-,�.i,...u---.,--.:--�;,,�.�����,--�-�.'�"-��,,�..-�.�-1�-,,,�.--�-::.,"�:,.���'.�,-,.�.�,��!:�V,3�-...�,:,.,-.���;.�.%.e.-;�.,:_.��.-:!.-:�i��-.�;o.,.;...1....".-;;..,�.�.;�"-�!...;".���--,.;:.���,...��.�--�-��.,,l-,1,,I;--.I:,��--r..,-�.-`,,.:.�Ai-'I-...�,:,.I:��.�.�-��-"��.�;---:.�i!�',--.-��;.;�,;:-,�,:-,��::"1;,:.:�.�;..�-;!.I��-.,:,����.,�l f�..�,`�,,.-I-..,..,?,,,.�.-1,.'-.-.�,�A.,.�.7:��.:.--z;�:;-.,.--l-,�,-l-.:-:�.,.�,,.I,,.:,.:-�..-,�::,.,j,.-�i.%'���,-.�1��',��'�.-..-��.i��...-.--'..-T...�...�-.�-..�:.:-.-��%"����-.::,,_�����....,�-��:-;,.��.�..:-'.-�"l,,:-.�,,`:-.y�.,�,..-!:�-�i.�m:,-,i�.-.7�'.,�-�,.�...::�.���,:��-e�,�,0�,�,��-�'�i.-.?l.�....�.-��.g--1;-,:;,:...,�4�-,z.��,�'��.;'�����,-�.,...;�.'.,;..-�.:i�*.;�"."1;�-1,...,:--...-�,.!;...:*�!;.;��"T,,!....,-,:�V.-...."--"��i",:l:....-,.��--;:..,�,-"..�,,�-_.�::�..-��'.;"..,�-.:�,-���:.�:�:�.,�-�--�7,.;..�;'�.-_-�..".--,'.'.�::..--�.�,���-i-.�;�.-�,�-.�,--,-,.��J-,��.-.-:..I.,-.!�.�����.�:,.-j:,...�.�.;-,.���!,.'.:1:,.-I�-,�I..:-.-�.,.��,'�--,;:,.:..,A,.!�,: -:..—.-��-:.-.--'..,,�t-��.�--:1.,�.:�.2�"�.-,.��,.,.��.1;.-�--���.%:,,,�1.*-.�.,.f0-�-,,,�,'..�.;�-�i�'�:;�--;,.-,7!--,�.,"i-�.,-._,,���.::��*-.�%l..:-.,:,--�.";:.,i,.:1.�7..-1,.�-"�,,'�,i...,.;"'..-..."-,L:�-��m,....,"�.-?-,�.i!:--,.- .�'.,.,,.m��.,.-�.,`.-.i�-',:;..�i��.�'v�.,'��."*�-,.�,.���.,.�",��.��.,,�*�.,-.-.,-.��-,'',-"-�.;�.,.!',,-�I'��" ,';',:-.".�;.`i�.-,i'.�,-,,��,�:..R:-.�";:I,;.4:�--:;"-i�p�,,I.,��,�..�-i-�-,�",4-,.�-�.Z���.,-.,%'-�i,�-.:�,f�.��..4I��-4�.-�-;-.'-,�;Z.-:,.�,.�g.��-'��'t..----!�.`..��".:t.--l��.:-,�,--�,;;...-:�"-����..-,,-.m�:�'E�1:,�.:�F���-,�-,-,�-�-,�-;,f:,�k1."�7�����':�,��,,:��O�:�"���--�"�-".���-.�..-."'-���,,L'-,,:�"��..:,,.:..-,��..�,�,,�:-�,-..'���I�-��.�.�i'�-",-.,���-.-1",r���!.;�.-;�,:�-��!'-�,�1�-��1,:-��-;,,,.*-,."�,....`---,.,,� -��.-.--�l,,-"'�.t4�.;`�-�;;.�.'':',�,.:.'�,.1..��-1;.;�,.'.!,,���.-..��'�,��1.-,�C.�i.,!-�'�-�:�-j!i:.�:�',..!�.i.-'�-.,,�,.��:-�..,,!�j-1.:����-i,���,:,:-,�-�:..-1������-��:��'-,,',,.f,.i�-.�.-,�����.,�.i1�-:,�:."�,l�l�:��...��.':.��-�,:��- ,',�--,,'�-!.,-,.�_�;l.-,�..:�i:�---_-1��:;,�,!--�.-.��.-.,-F.-�,�:"�%..:��-:,.,".,-.---.,.-..�"":�.� �-:,��:..-,�.�:.1.�--�.�,.r:�.;��.%,�.�:'-;.;.-:,._�,��,-!i.,,'��.:":�-�,,�i"����,I �.8�,,�,,�*:�',,,,��,.:,:���:.�.t;-',��,���;�".:-:,�,,.�;�,L�����.-�-.���:--,.�'.��.�--�m--".��.L;-��-�.,�,.,-".-����r,�":�-�,.-Z�:;L�,�.�-�,:.,��-���.:.-.�-.'.;z�"�-�.--,,.�',�.:��,-.�,-.'-�ik�',,"-,.:�':-��-i,.!�.t"`'-:.:,'..,���!,�.-.-I.'�4'�!.�.,-..�,'.,.,::-�.�-���.�,7--:��A,-.,.,�...-.,�%-.�:;�...--�-�L.,.--.il,.'-!.���.�.,:..-.-.�-,:-,�7-.i:��,:,,.�.,..,��-.,���-:�.�.�,.-..�.�:.-:j-;:�%..,..:ii,-�..-:7:,��',.��,.:�,��"--��...�"�. .�;._1,.. -.�,.��,.-��,-�.�:-..:"�.,%?..��F,:..;;,..--.-.��:�V,,:;.."i-.�,.-.:�--..:-:-..�-,��..�1-�����..�:...�.�,,.....::-.I.���,...�I".]..-;.:,":"1,���:,�;.,���-.�'-.�:.�:-.,.�-�4.�..1��;�.,-:::.::.,,':�'-,,i-F��'-.,--:��i�-!.:�:�l�....:...::��,:.-;.:,:.�!...:;�.�:%: 1�.�_�...�,.,_:...---:�—I.-���.:�.��.;-:�'�,-�.-7,.r,-,��,._�.�.,,�-�',i.::;%�A:,.-��.�'�-.�-:�..,�:,:r.-,-� ,-.1.i--.�-.-".:-,,-�,,.'��..-.l�....,;j.�1,.�-.,.�,.�-�...c:.--,--..-;,7%-.�.��--�-,�-.,":�.�.-..���:::�.��:����.�.�..��,.,..:". ��,��,":.i:.`4!:...::�%.���.-�.�-]�i�.-,,..,.:��.:''�.�..%�..,-:. .�.��...�..:�.�.,.l:..��.-�.���:�lr...:.:.:.t.;,.,',�:-�'��,.,'-�,_;;::.,�-..,.��',:�..;��-.I:-I.-,.-'.;-:�.,�:-.-,-.,.,:.:�;-.:.,.I���,��'.�.�,,.�:,�..�-,.�..:�,..:�,�.:..-.::,�i..:.,-.�:":----:,..:.:;...-',-�,,,-.6.-i...1",:.-.:.':�....]-..-;�1,..:%,.',:.�...�.:.��:�,M.:-�,.�,,.�.-i:.:�--.7.---�.,�.,..-��:.:-�,...,�� .-'-:�._��,:,-...-��.--:.,�..::.��:..I-;i--..::.-..,! 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Existing system'accommotlates proposed-additional bedrooms) Upgrade existing system,to accommodate additional betlroom(s) `v L ,,, ,Must remove a'bedroom from; he main house 4 C7 Must connect detached structure to the ex�stin'g septic system ;. ❑Must msiralf septic system for the detached structure i,,. l....�:.�,�---..:�::, .%.-..-- 1- ;f..�::.,I.,.. �':,. I1 i .�..".-�: �.,I1:- ..X-�,,�..,q, .:.."..-� -:- .-..- :-:��.-.::�-p!-!.I....%.,%%%*�: � ....:.I.�:.-.i�. ,-,,::.-.I:."::i�:.....-.. .- .. 1. [� Other �`:.:...;....: [,,,,: t:, A ) ,: ..I .:,:-1,.- 1. -:,-.-,::.;I:;...,�....�-,.:-�.:-..7..-!..�1.I;'�����...:.�....;'1. 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P� Crocker, Sharon From: McKean, Thomas on behalf of Health Sent: Friday, July 26, 2019 9:21 AM To: Desmarais, Donald; Lavelle, Timothy; Malkus, Karen; McKenzie, Marybeth; Miorandi, Donna; O'Connell, Timothy; Parziale, Jim; Stanton, David Cc: Crocker, Sharon Subject: FW: Floor plan of second dwelling 225 Old Falmouth Rd Attachments: Doc Jul 25, 2019, 2136.pdf;ATT00001.txt; Doc Jul 25, 2019, 2135.pdf; ATT00002.txt -----Original Message----- From: Amanda DeFazio [mailto:adefazio487@gmail.comj Sent:Thursday,July 25, 2019 9:45 PM To: Health Subject: Floor plan of second dwelling 225 Old Falmouth Rd Hi, Here you go, Sorry for the delay was on vacation! Amanda DeFazio #225 Old Falmouth rd Marstons Mills, Ma 02648 CAUTION:This email originated from outside of the Town of Barnstable! Do not click links, open attachments or reply, unless you recognize the sender's email address and know the content is safe! 1 McKean, Thomas From: McKean,Thomas on behalf of Health Sent: Friday, July 19, 2019 4:58 PM To: 'Amanda DeFazio; Health Subject: 225 Old falmouth Road/ Septic Questionaire Good Afternoon, This application appears to be approvable. New septic systems were installed on May 13, 2019 and May 30, 2019. It is located within a nitrogen sensitive area. However due to the very large size of this parcel (8.6 acres), nitrogen loading from four bedrooms is not a concern . However a floor plan of the main house was not provided. [NOTE: Section#2f of the application requires floor plans.] So,;please provide a neatly drawn floor plan of the three bedroom dwelling. Sincerely, Thomas McKean From: Amanda DeFazio [mailto:adefazioCca kin lingrover.com] Sent: Friday, July 19, 2019 3:50 PM To: Health ' Subject: Septic Questionaire Hi Thomas, I have applied for my cottage to be part of the Accessory Affordable apartment program. I've been working with Anna Brigham over in planning and development. She said I needed to fill this out and get it over for your approval and signature. Please let me know if you have any other questions thank you Best Regards, Amanda DeFazio Kinlin Grover Real Estate Like us on Facebook• Follow us on Instagram,Twitter&Linkedin •Watch KGTV.on YouTube! View our Listings at www.KinlinGrover.com CAUTION:This email originated from outside of the Town of Barnstable! Do not click links, open attachments or reply, unless you recognize the sender's email address and know the content is safe! i r-0 te- �� � / "Ut �- Town of iarnsble r# 1 F9 Department of Regulatory Services: Public Health Division Date 1 Z� I g l U �A 's639. � 200 Main Street,.Hyannis MA 02601 rFrT.tAA't� f-yI�� ,t Q Date Scheduled Time., <Q /r .Fee Pd. 17� Oct 1 Soil Suitabila-Y-Assessm:ent for ,Sewage Disposal ,�. Performed By: � �� .r� ✓ l l�1"am ,, dC� —"Y ttnessedBy: LOCATION& GENERAL INFORMATION Location.Address 6 i_Q /--rqyv e /_ Owner's.Name K M fit/ r a cric 5��9 rS n l l� !IS Address 1`? �s �� M t JI s b'', O 2 4 Assessor's Map/Parcel• M e —��� En i (� e g'neer's:Name lO CJ/ (iI-QC' NEW CONSTRUCTION REP/ AIR Telephone'.# Land'Use' &S r^G&1111L"1 C I -Slopes('Yo) 2 Surface Stones a✓L Distances:from: Open Water Body a �—Tt Possible'Wet Area �[ff Drinking Water Well /Sft Drainage Way /Y`r— ft Property Line �f ft Other ft SKETCH:(Street name,dimensions of lot,exact locations of test &pert tests,locate:wetlands in proximity to holes) R: 9 4 J. ._ ......._. FJ Parent material(geologic) v Depth to Bedrock /NJ Depth to Groundwater. Standing Water in Hole: �� Weeping from pit Face ) '}'/— l law r�1�. (�,,j Wti�-�. 5 �•� E 2F stimated Seasonal.High Groundwater. �J DETERMINATION FOR SEASONAL HIGH WATER TABLE Method Used; . Depth Observed standing in obs.hole: In, Depth to Sol)mettles: De(th toweeping'from side of obs'.hole: __ in. aroundwater Adiusttrient fC. Index.Well# 'Reading Date: Index Well level— Adl.New_ Adj.Groundwater hovel PERCOLATION TEST Bate Time Observation Hole# Time at,()" Depth of Pere ? 3 Time at 6" 2�.. gruel lcr� Start Pre-soak Time Q trn `,�, 'rime(9"-6") .End Prc-soak Rate Min:/Inch 2 Site Suitability Assessment: Site Passed V Site Failed: Additional Testing Needed(YM) 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()n.e(1)week prior.to beginning. QASEPTICTERUORKDOC f DEEP OBSERVATION HOLE LOG Hole Depth from Soil Horizon Soii Texture Soil Color' Soil Other Surface(in.) (USDA) (Mansell) Mottling' '(Structure,Stones;Boulders.. Consistency.°k ravel Z- MCA DEEP OBSERVATION HOLE LOG Hole# "y Depth from Soil Horizon Soil Texture, Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders. I Consistency,W rave -i 3Z C NSA 5u 140 r s'Y 6/6 DEEP OBSERVATION HOLE LOG Hole,# DepthIrom Soil Horizon Soil Texture. Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,.Stones,Rouldecs. Consistency. Grave i DEEP OBSERVATION HOLE LOG Hole# Depth from Soil Horizon Soil Tez(ure Soil Color soil Other Surface(in.) (UA) (Munsell) Mottling (Structure,Stones,Boulders. • SD- onsi en ra Flood Insurance Rate Map: Above Soo year flood boundary No— Yes Within 500 year boundary No� Yes Within too year flood boundary No°� Yes.. Depth of Naturally Occurrinn Pervious Material Does at least four feet of naturally occurring pervious material exist in all areas observed throughout the area proposed for the soil absorption system? If not,what is the depth of naturally occurring pervious material?, _�.. - Certification I certify that On l� (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.r aired train' ,expertise and experience described in�to CMR is.017. e9 (l�J,(/f jJ _ � Signature. ., ICI V"y `'�. __ Date QASEp,rlcIpERCFORM.DOC A I tV Town. of Barnstable r# ort� Department of Regulatory•services Publie Health Division. Date 12 200 Main Street,Hyannis MA 02601 V � ,� Date Scllr doled Time Fee PdA k cjCj t C_ Soil Suitability Assessment for Se Disposal Performed By: ���� Witnessed By: LOCATION GENERAL INFORMATION Location,Address ZZ� Owner's Name /�d�b rn q,- "ars' rns- MrAl J O� Address Teo. J� q. p iMa.rs�v�s M�`IIs 116 © (p�1� Assessor's Map/Parcel: �Yq —03-3 /n C�Ck to Engineer's Name ���n ee_-,JL 1)9 Jh` NEW CONSTRUCTION REPAIR IUc� Telephone`# �r 7� 5�/ v Land Use t`^K 5(� t 1 Slopes(tYo) �v_ Surface Stones I)istanecs from: Open Water Body ft Possible Wet Area /Zy ft Drinking Water Well Drainage Way //J/`'�_ ft Property Line E Other ft SKETCH:(Street name,dimensions of'lot,exact locations of test holes&perc tests,locate wetlands en proximity - Gales) Cf x z. Parent material(geologic) 's Depth to Bedrock. Depth to Groundwater. Standing Water in Hole: Weeping from Pit fence Estimated,Seasonal High.Groundwater r— �c� 9 v✓c-�l "�`s �—C /n Q.l DETERAUNATION FOR SEASONAL HIGH WATER TABLE Method Used: . Depth Observed standing in ohs.hole: _ in. Depth td Soil mottles: . in. Depth to weeping from side of obs.hole: in, Groundwater Adjustment--.ft. Index Well# 'Reading Date: Index Well level, ms Adi,Factor,,,_ Adj.(lwundwaterLevel,,,,,�, PERCOLATION TEST Date Thne Observation Hole# 1 "Z �� 3 Time at0" Depth of Pere. — l—�C� Time at 6" Start Pre-soak Time:0- L0-7'r'ime(9 6 ) End Pre-soak / t<1-4 � Rate Min:/Inch, 2 �"'�0.a Site Suitability,Assessment: Site Passed i Site Failed: Additional Testing Needed(Y/N) Original: Public Health Division . Observation I-Iole 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:\SEPTICPERCFORM.DOC DEEP OBSERVATION HOLE LOG Hole# Depth from Soil Horizon Soil Texture Solt Color Soil Other Surface.0n.) (USDA) (Mansell) Mottling '(Structure,Stones;Boulders. Consistency.% ravel DEEP OBSERVATION HOLE LOG Hole Depth from Soil Horizon Soil Texture Soil Color Soil. Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders. onsi tcn % ravel .. . DEEP OBSERVATION HOLE LOG Hole.# Depth-from Soil Horizon Soil Texture. Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,.Boulders. ns iste'ricy, Gravel) . U -G C_act 1e y! G, 2� (rum (So 6 � ✓�a Z�S '� lL_ DEEP OBSERVATION HOLE LOG Hole# Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders. Consi ten ra I t2-r/ Flood Insurance.Rate Man: Above, O0 year,flood boundary No Yes Within Stxl-year boundary No .� Yes. ,, e Within 100 year flood boundary No Yes, Depth of Naturally Occurrine Pervious Material Does at least four feet of naturally occurring pervious material exist in all areas observed throughout the area proposed for the soil absorption system? If not,what is the depth of naturally occuming pervious material? Certification I certify that on L� (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 trai" expertise and experience described in 10 CMR 15.017 Date Signature , Q:\.SEPTICTERCFORM.DOC .. ........ - i • Y / SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM ' Address of property 5 old la 0"Oc/Al rug. Owner's name Oohalcl ,lilac h�acAerh and Oe6or�� Sc�,//icy Date of Inspection Jay /, yy 95� PART A CHECKLIST Check if the following have been done: wl" Pumping information was requested of the owner, occupant, and Board of Health. None of the system components have been pumped for at least two weeks and the system has been receiving normal flow rates during that period. Large volumes of water have not been introduced into the system recently or as part of this inspection. As built plans have been obtained and .examined. Note if they are not available with N/A. _V/ The facility or dwelling was inspected for signs of sewage back-up. _y The site was inspected for signs of breakout. All system components, excluding the SAS, have been located on the C_ site. The septic tank manholes were uncovered, p r d, opened, and the interior of the septic tank was inspected for condition of baffles or tees, -material of construction, dimensions, depth of liquid, depth of sludge, depth of scum. The size and location of the SAS on the site has been determined based on existing information or approximated by non-intrusive methods. The facility owner (and occupants, if different from owner) were provided with information on the proper maintenance of SSDS. '8 SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM . PART B . SYSTEM INFORMATION FLOW CONDITIONS If residential 3 number of bedrooms A number of current residents Nd garbage grinder, yes or no Yrs laundry connected to system, yes or no . .�Q. seasonal use, yes or no If nonresidential, calculated flow: /,/� Water meter readings, if available: L' 3o- 95f a? v 3 / Yew .fw �ay� pp0�./. /'1-31- `1`/ 'ir 95' 99 Last date of occupancy GENERAL INFORMATION Pumping records and source of information: A jr Vcl System pumped as part of inspection Yes or no if yes, volume pumped Reason for pumping: Type of system ✓ Septic tank/distribution box/soil absorption system Single cesspool Overflow cesspool Privy Shared system (yes or no) (if yes, attach previous inspection records, if any) Other (explain) Approximate age of all components. Date installed, if known. Source of information: _ _ Q,ofOX /S GiPa/'S D�� Sewage odors detected when arriving at the site, yes or no 9 SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART B .SYSTEM INFORMATION continued SEPTIC TANK: , S7 (locate on site plan) depth below grade• material of construction: _concrete metal FRP other(explain) dimensions: '`/� /O r xAe 6 -L-3- sludge depth - 4 distance from top of sludge to bottom of outlet tee or baffle ti / scum thickness 77 distance from top of scum to top of outlet tee or baffle Ni3" distance from bottom of scum to bottom of outlet tee or baffle Comments: (recommendation for pumping, condition of inlet and outlet tees or baffles, depth of liquid level in relation to outlet invert, structural integrity, !evidence of // leakage, recommendations for repairs, etc. ) AIL -, /"PCs Nr1t.+G� rJ✓r'�4 i 1.� zzwler f TO z c,;7,,A- 1 IDr s=,Ie �iyi�� ri Strr DISTRIBUTION BOX: ✓ �D-,8 - (locate on site plan) 1 depth of liquid level above outlet invert Comments: (note if level and distribution is equal, evidence of solids carryover, evidence of leakage into or out of box, recommendation for repairs, etc.) Syod ey-4 0/.'710'on no PUMP CHAMBER: -- to on site plan) pum working order, yes or no Comments: (note condition of pump c r, co n of pumps and appurtenances, recommendations for ntenance or repairs, • L 10 SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART B ' SYSTEM INFORMATION continued SOIL ABSORPTION SYSTEM (SAS) : (locate on site plan, if possible; excavation not required, but may be approximated by non-intrusive methods) If not determined to be present, explain: Type V"lleachin its 9 P and number - / Gov v leachingchambe rs and number leaching galleries and number leaching trenches, number, length leaching fields, number, dimensions overflow cesspool, number Comments: (note condition of soil , signs of hydraulic conditio o g Y ulic failure, level of pondfri f ve etation recomme e/ ndat Q / .�y ions for maintenanc or r ai s,et ) CESSPOOLS (locate on site plan) : number a onfiguration depth-top of uid to inlet invert depth of solids la depth of scum layer dimensions of cesspool materials of construc indication of gro water inflow (cess of must be pumped as part of spection) ments: (note condition of soil, signs of hydraulic failure, level •of ponding, condition of vegetation, recommendations for maintenance or repairs,etc. ) P Y: (loca site plan) materials of constr dimensions depth of' solids Comments. (note ition of soil, signs of hydraulic failure - level of pondin , 1;co tion of vegetation, recommendations for maintenance or repairs,etc. ) -� l _ . SUBSURP ACE SEWAGE DISPOSAL SYSTEM INSPECTION PORK ~ PART B SYSTEM INFORMATION continued SKETCH OF SEWAGE DISPOSAL SYSTEM: include ties to at least two permanent references landmarks or benchmarks locate all wells within 100' B Sl goy A 3 v DEPTH TO GROUNDWATER depth to*-groundwater " method of determination or approximation: -- ' bw sad ••, c/r ti.,t,o�S ocF f si' -ee nw 7` ja�a.-�_ 7�0 rew r jy •1.2 SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORK ' PART C FAILURE CRITERIA Indicate yes, no, or not determined (Y, N, or ND) . Describe basis of determination in all instances. If "not determined", explain why not) Al Backup of sewage into facility? Discharge or ponding of effluent to the surface of the ground or surface waters? 41 Static liquid level in the distribution box above outlet invert? _Al. Liquid depth in cesspool <6" below invert or available volume< 1/2 day flow? Required pumping 4 times or more in the last year? number of times pumped Septic tank is metal? cracked? structurally unsound? substantial infiltration? substantial exfiltration? tank failure imminent? , f Is any portion of the SAS, cesspool or privy: below the high groundwater elevation? within 50 feet of a surface -water? within . 100 feet of a surface water supply or tributary to a surface water supply? within a Zone I of a public well? Alv within 50 feet of a bordering vegetated wetland or salt marsh (cesspools and privies only, not the SAS) ? within 50 feet of a private water supply well? less than 100 feet but greater than 50 feet from a private water supply well with no acceptable water quality analysis? If the well has been analyzed to be acceptable, attach copy of well water analysis for coliform bacteria, volatile organic compounds, ammonia nitrogen and nitrate nitrogen. 13 SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART D CERTIFICATION 'I i Name of Inspector SokH /7, AA1t Company Name J,ti_ 941t> AdkaP.$�r,."C. Company Address 1,So Wad, w� S7, /�lo`f ,S ��IiS, ��• Certification Statement I certify that I have personally inspected the sewage disposal system at . this .address and that the information reported is true, accurate and complete as of the time of inspection. The inspection was performed and any recommendations regarding upgrade, maintenance and repair are consistent with my training and experience in the proper function and manitenance of on-site sewage disposal systems. Check one: I have not found any information which indicates that the system fails ` to adequately protect public health . or the environment as defined in 310 CMR 15. 303 . Any failure criteria not evaluated are as stated in. the FAILURE CRITERIA section of this form. I have determined that the system fails to protect public health and ( the environment ,as defined in 310 CMR 15. 303 . The basis for this determination is provided in the FAILURE CRITERIA se ction of this form. Inspector's SignatureQ,� GC Date 7_ G-qS Original to system owner Copies tO: alai Mac tj'OC�1r.+ t Rrbvha�i Sc`i,l/"f Buyer (if applicable) & 9�� Approving authority r r i 1� o 11 I v 1 � PAaceL z ?'0 1 ► ►' J 2.14 ACRES} �` It ► o` �RAl,�1 v ;csAt o - D tL 1• EL � v � I 1 � TM 0 , ;q • EC ZI .. - Y u I 1 tv uS�� �• Z� 04 I Oil 'I !20'} A •,/Fw++cAT�o� 2G.o I QI rY s� M 4C � ogl I • yy4 /SS'r ST,,J6' Z ,aGI Ill.�i it , �vWSLL Q - �i 1 ► E�Eric" I l i CERTIFIED PLOT PLAN LOCATION I fARs7'on[5•M/44, ,l 44A: •„ SCALE . /'s ioo.. . . . DATE Tuly rs�Iq$o I t�/ PLAN REFERENCE •BE�niG,PARCEL. "1•,,,,. 6)40-I /•oW A kAa •Fo►2•T}•lo I S, S f7g4e).!E 1 '' �,a•u.,, ,qn!D RECORDED ,y .PC ex; 33�. . . . . . . . . II► �� ERT ,� . . . . . . . . . . . . . . . . . . . . . . . . EY r CA H I CERTIFY THAT THE ?k= 593 o SHOWN ON THIS PLAN,IS� E S �3� ROUND Et ,,r��' AS SHOWN HERE T:iAT''ft iXNFORMS TO THE ,\ o' T£ SET RP I . .....��`THE TOWN OF ' WHEN CON STRUCTED• Do.JALD PlAC DA PETITIONER: 19 A6Lr WAY REGISTERED LAND SURVEYOR KEY NUMBER <8255 > NAME <MAC EACHERN, DONALD J > B-C 1 B-C 2 B-C 3 B-C 4 ZOC STREET 225 OLD FALMOUTH ROAD CITY MARSTONS MILLS ST MA ZIP 02648-1524 REF 1 REF 2 PHONE (WK ) 428-2300 REF 3 REF 4 METER NO.< 7742> DATE READING CONS STREET <OLD FALMOUTH RD NO. 225> 06/30/95 203 55 CITY MM I ST LOC 12/31/94 148 69 PHONE ( ) - 06/30/94 79 29 12/31/93 50 50 ROUTE NUMBER 07 06/30/93 0 25 SERVICE DATE 12/05/84 05/19/93 0 0 METER DATE 05/19/93 05/19/93 1139 25 CAPACITY 7 12/31/92 1114 84 ' STYLE T10F SIZE 3 RATE SCHEDULE KEY PIT X PLASTIC X NOTE X FROM HSE92 CAMMETT WAY EXT#20 ADDITIONAL CONS 0 ALTERNATE MIN 0 R I� LO AT ION � V RG"LLAVISEWA E PERMIT NO. � VILLAGES,,� HSlE Old RZGCo1S INSTAR'S ME i ADDRESS Z OR OWNER DATE PERMIT ISSUED DATE COMPLIANCE ISSUED — '-- � r .0 - ���. r� j ��9/�� � z �' / � � :i'� o0ly ..�.,.`��S � j - ,i /� ��_ � �� ��� �. � a n god No.................:..... Fics.............................. THE COMMONWEALTH OF MASSACHUSETTS BOARD F I-i E I-� ..........._ -.....OF....... .........•. .............................. S Appliratm" n for Diaposal Works Tonstrnrtinn Frrmit Application is hereby made for a Permit to Construct ( ) or Repair ( ) n •vjidual Sewage Disposal System at: --- c ..... .......Fd .... ' ____- _ - --- Location-Address r Lot ..._.._.._--•- `� >4 ....�... N Owner -Mau ress W Installer Address nn U Type of Building • Size Lot... feet Dwelling No. of Bedrooms.............. _._......_....___._I--_--Expansion Attic ( ) Garbage Grinder aOther—Type of Building ............................ No. of persons............................. Showers ( ) — Cafeteria ( ) Otherfixtures ..---•••-•--•-• . -•--•-----•..............••--------•.._.. �.._.._; .•••. W Design Flo ............... •-_�. allons per person per day. Total daily flow.__ ,? gallons. WSeptic Tan —Liquid capacity/. •--gallons Length................ Width................ Diameter_............. Depth................ x Disposal Trench—No.:................... Width._................. Total Length......... ._........Total leaching area.__...._______.. sq. ft. I, Seepage Pit No..__/_____________ Diameter.._ ..__-___- Depth below inlet___ Total leaching area.__..": .�,,�._sq. ft. Z Other Distribution box ( ) Dosing tan Percolation Test Results Performed b- �� a -�'--- -- - - -----��•�----- Date----�--Y•�©-��----......_. . Test Pit No. I................minutes per inch Depth of Test Pit_._..._..___._..._. Depth to ground water........................ rXr Test Pit No. 2................minutes per inch Depth of Test Pit.................... Depth to ground water........................ O Description of o `- a.' `� `----• ' U; .............. -••- � �.................................-•--•-.---•-•-•------•-•-•=•--•-•-----_...... w U Nature of Repairs or-Alterations—Answer when applicable............................................................................................... .. Agreement.:'' The 'undersigned agrees to install the aforedescribed Individual Sewage Disposal System in accordance with the provisions of TI'LU 5 of the State Sanitary Code— The undersigned further agrees not to place the system in operation until a Certificate of Compliance has n issu b th and of lth. igil . _ -- ._...--- .----••-•-••_.... Dat� Application Approved BY :: .. .................. ---- Date.............. Application Disapproved for the following reasons__________________________________________________ ------••--...... •....... •-•------------------ ----------------------------------- ---•--•--•-----•------------------•-------------------------------------------------------------------------------- Date PermitNo.....................................................•... Issued_....................................................... Date r� No................ Fus........ate.................... THE COMMONWEALTH OF MASSACHUSETTS BOARD F HE H ....:�.. ......OF....... .. . • --•- ••• ............ ..... .::............................ Appliration for lli,ipoii al Workii Tonstrurtion 1krutiff Application is hereby made for a Permit to Construct'( ) or Rep,•r ( ) �n vidual -ewage Disposal System at: �4 L:..... ........E9 .1i ! i l � . Location-Address or Lot No Owner A dress a ' ---------- u� 'r ---.._. 1 -vafll...-....I................................ Installer Address / U Type of Buildiq,f Size Lot... I_ _' _ G!'4if t Dwelling No. of Bedroom s...............�J.._._._.__.________________Expansion Attic ( ) Garbage Grinder Other—T e of Building No. of ersons____________________________ Showers a YP g P ) — Cafeteria ( ) dOther fixtures ---•••••-•-•-••---•-----•------••-•••••-•--•------•--•••••--•--------•---••---•--••-••--•-••••• -•-•- W DesignFlow _______________� __ _____ ____ allons er erson er da Total daily flow...- ' .__ Ions. P P P Y Y WSeptic Tani-Liquid capacity-/O.. allons Length________________ Width________________ Diameter________________ Depth................ xDisposal Trench—No_____________________ Widt =._________________ Total Length ... Total leaching area._-___ _____ sq. ft. Seepage Pit No____ _____________ Diameter__., _.___._._ Depth below/inlet�__J_- !__ .___ Total leaching area........ ft. Z Other Distribution box ( ) Dosing to ) ✓� `` '—' Percolation Test Results Performed by..."'s :_ t. h!..%..4-*t.. ____. e._ Date.___�!'_.`.��... Cj 0_1Test Pit No. 1________________minutes per inch Depth of Test Pit__,________________ Depth to ground water__-_________________,__. fs, Test Pit No. 2................minutes per inch Depth of Test Pit.................... Depth to ground water........................ , "" Q " 7 S . 1 �, ,Z �✓`wit G+f . Description of .---•-- ,�"' Y -......... -•------- W •--•-•----• 4 w �`. . y 004..................................................................................................... UNature of Repairs or Alterations—Answer when applicable................................................................................................... ..-••---•----••---••-----=-•••.._..•-•----••••-•-•••--••••••-••-•-----------•--••••••.....•----•----•-•-•--•-=---------------•---•--•---•••-=•------•---•--•-•••••••-•-••-••••--••-•-•---•---.._..-••• Agreement: { The undersigned agrees to install the aforedescribed Individual Sewage Disposal System in accordance with the provisions of TITLE 5 of the State Sanitary Code=.The undersigned further agrees not to place,the system in operation until a Certificate of Compliance has b •n issu b th d oXh. ign • --• -: .... ----G ----------------- / ' -"•� AApplication Approved B ate PP PP Y---••---- =-- -- ----- -------- -- --.--�r_1G��-'�L �'------------------ -- �_...--�-'�- .... Date Application Disapproved for the following reasons---------------------------------------------------------------------------------------........................ ................•-•-.....-------•-----••--....__...-----•-•- Date PermitNo--------------------------------------------------------- Issued....................................................... Date THE COMMONWEALTH OF MASSACHUSETTS BOARD OF , EALTH 1 ................... .. F...............A . 4,14-.....%............................---- (9rdifiratr of Toutplitturr T 1 T ;Y, fi at the Individual Sewage Disposal System constructed ( or Repaired ( ) by ... .�-_. •-•-_... - Installer ,�, ...... ...... Val has been installed in accordance with the provisions of m 5 of The State Sanitary Code as descr• ed > the , application for Disposal Works Construction Permit No �� ------------• dated_-------- _ THE ISSUANCE OF THIS CERTIFICATE SHALL NOT BE CONSTRUE® AS A GUARANTEE THAT THE SYSTEM WILL FUNCTION SATISFACTORY. DATE............................................................................... Inspector------ \ x • THE COMMONWEALTH OF MASSACHUSETTS BOARD On HEALTH ' t �- ................ .. .....OF.. Permissi s reb ranted_:!!�- . -- - -•-••--- to Construc ( or ep 'ir ) an Individ 1 Sewage Disp System ------ .........X. +� as shown on the application for Disposal �tTorks Construction Pe Stree o Dated / .................................. DATE.... J ................................ Board of Health .FORM 1255 HOBBS & WARREN, INC.. PUBLISHERS 5 Ace r/of,Z 00 ` r r II -1 1 Q013 PARCEL 1 0 k'� ' ' I '' 12. 14 AcKr=5 v �}` I I �� \ CR ° a 3 I r `\ �- �1 a q cu I I • wb`� `.cc.m\d�z4•I i "'^ `�.� % / , •'+ i w (EEsae <`�\•\ �C 25.8 is U e P'f �! 1 6.lie 0 I i 113 u GLA- o�? \ . .L. Y c I 1 t 'u5// aa7r4 \.YZ° 246 reF to 1 , / rpKK r" fG• o CD 0. 1 '11I ,120 ± 6A r L/FwNogTIO 'z6. 15 �t � t I • o �1 I I t� F�.. 18�0 �9s� , • l� ppQ�� I � i �,�� yJEt_l,- EL. IB•7 o�,atDE 6 TEL�PN°N nI E`d I '1 I CERTI FI ED PLOT PLAN LOCATION ./MgRsr°n!6 Mi!_L5, I`�!�ss: .. SCALE . ,. .� 9. . . . . DATE T,,Iy I PLAN REFERENCE BEInIG PARCEL " 1 III SNou/n/ on/ A PLAN Fop T-H.t1H5 3 .r1uL1A�/E I , rt tee_ fgNO • , 1ZECoRoED. �H PL. 8K: 339. �. . . . . . . PC-. 76 111ERT . . . . . . . . . . . . . rI EY ' lr N I CERTIFY THAT THE j \,0 693 p SHOWN ON THIS PLAN E ROUND ! !t °o G sTE���a`�� AS SHOWN HERE N ORMS TO THE Fss/oNAL SET B I THE TOWN OF WHEN CONSTRUCTED. ! D°►JALD MAC EACHER4 DA . . . . . .. . . . . .. ! PETITIONER: 19 ABLE way P4AR.5 on,s M,LLs, MqsS. REGISTERED LAND SURVEYOR i • ,� _ .. �- �N�E�' 2 of • TOP OF FOUNDATION ,• CONCRETE COVER CONCRETE COVERS . •e o 4"CAST IRON 12"MAX. 12•'MAX' �rmn'�rr _: PIPE (OR . F/4 4"ORANGEBURG(OR EQUIV.)EQUIV)- MIN. PIPE- MIN. LEACH PITCH I/4'PER. PITCH 1/4••PER.FT PITST JNGNVERT °INVERT INVERT o .SEPTIC TANK - DIST. V.EL.. ?/.4/ . . EL 2/,.43... ' ; _>INVERT_ GAL. INVERT BOX �0 ~a 0:INVERT ; ' ww0 11/2EL./7:�.. w aDw 20 lip 4 f, PROR LE OF GROUND WATER TABLE SEWAGE DISPOSAL SYSTEM . N0 5r + LE . Lk SOIL LOGII&' D, BY DATE !0a198o TIME. lo;po•AH. rls)2P-/3tBOARD OF HEALTH TEST HOLE I TEST HOLE 2 tY1,4N1 t1v6- ENGINEER ELEV-15-..Q . . . . . ELEV. .22.0. . . . . muLcH �o9M7 s 11 S�eseL DESIGN DATA NA,QpENiN Er 24' ,24 NUMBER OF BEDROOMS TH2EE TOTAL ESTIMATED FLOW 3.30. . GALLONS/DAY P7EDiUH 176-P BOTTOM LEACHING AREA 78:So SQ.FT. /PIT SAND SAID SIDE LEACHING AREA J0. SQ.FT./ PIT GARBAGE .DISPOSAL .NO^�E. . .(50% AREA INCREASE) TOTAL LEACHING AREA P. SO.FT PERCOLATION RATE LEss 7�/gN Tv✓o MIN/INCH LEACHING AREA PER PERCOLATION RATE �SSo SQ.FT. Na. .WATER ENCOUNTERED NUMBER OF LEACHINd PITS .C�.). �OOQ.�gL." •PiT• APPROVED . . . . . . . . BOARD OF HEALTH w 17Y Z STONE (/S.c4c 7oNs) DATE . . . . . . . . . . �. . . .. . . .a. . . . . . . . . . . . . . . . . � AGENT OR INSPECTOR F� OF q�s „ I�LR-RT v M N 3 3 P'IgRsTo,�s Y✓Ia LLs °ifs°!s7E�'G��j PETITIONER .SJUNgL E� a ' N Old Falmouth Rd ® O a a; s wo' � 0 oss i` 0 ho Z t o PB 526 PG 69 �c Commett Ln `r � o t <one//s �' Commett Wy LOCUS 1 LOCUS MAP NOT TO SCALE BOURGEOIS �t1b 11 LANE 3 S 18.20#41" W 619.39' �ro'S 1�sO FALM D OUTTH RD p. 40 SCALE WINDOW o j �O• , yv am a SEE SHEET 2 � � �n 'LO�ro0� S 13.54'45" W Z PARCEL ID: 99-58 3,737,448 ±SF 914.44' Y 8.58 AC. I �- A ROAD TO OLD FALMOU 50 GARAGE �00258" E 601sz. `9S ACCESSORY 0 PRIMARY DWELLING DWELLING F N 17'52'37" E GARAGE/ 36 28' STORAGE � cn cn v 288.03' o 0N' _ v S 17.52'37" W . M OF MASS9�tiG o PETER� T. M E E PROPOSED SEPTIC UPGRADE PLANCIVIL cENT 35109 No. 35 225 OLD FALMOUTH ROAD, MARSTONS MILLS, MA OWNER OF RECORD /$1E � �� Prepared for: Rod Komar, 225 Old Falmouth Road, Marstons Mills, MA KOMAR, RODERIC & t / E \ SCALE DRAWN JOB. NO. MARYLYN F Engineering by: P.O. BOX 589 r �(Z��� Engineering Works, Inc. 1"=120' P.T.M. 291-18 MARSTONS MILLS, MA 02648 5. J _ 12 West Crossfield Road, Forestdole, MA 02644 DATE CHECKED SHEET NO. (508) 477-5313, - 5/2/19 P.T.M. 1 of 4 } WAT=R7269EACE- Cramer BD _ 74.08 _ _���. O 74.06 j 76.90 �i' LEGEND _�'�7 �- 73.99 edge of wetland/top of ditch _ �' --�% _ - +76.64 , 67 -- EXISTING CONTOUR -- -. +75.2I------------4 T6U4---- , ,,' - }+77577 +75.42 GRAVEL BOG ROAD _ - - - � / x 100.98 EXISTING SPOT GRADE - -----.--' =------ PB 526 PG 69 ------------'-- +792b�, , / G EXISTING GAS SERVICE - --------------- ` ,__- WATER SERVICE ' EXISTING - --------- _I__,_-_------------------GS _ x eo.zs x e1h4----� / TEST PIT --"- \� --- ------------------5 T3'54 35 W_ __- ---- --- BENCHMARK �__ ___.___-- --PROPERTY LINE 9.1-4.44 _.--- x a2.57 �. / _____----' `�„--------------- PROPOSED S.A.S. ---- ,�� ---8$- - -3-500 GALLON CHAMBERS SURROUNDED W/4' STONE -------'0 t L----•_- _-- 89.95 BENCHMARK ----- ' _ 9022 :lr MAGNETIC NAIL SET ' 89.69 :.:,.:....;.:' <.,.. o.6s••• y nz .:;. ,TO OLD�FA SPIKE � ..... 15 -----� 89�32 TO WEfit9ND _ •.'90.35, , EL.=89.99 ---- _ 100 BUFF _ --an _-- - -a,ea LMOUTH ROAD `'Pk s 8969 99.99'' EXISTING S.A.S. ------ �. ae.37. -89.05 ° �► _- ---:' 89.36 \ TO BE PUMPED, FILLE°Q WITH J'87 - SAND AND ABANDONEm� ( '..., .. .";:•'`,:.. :.: .' ess3' /. r � iTP 4---SERA- _ \` rPA�!EQ`DRIVE Y`! ��/ 1.e1 x �'rTr xK€€S.a2 s - 89.34 • GENERAL NOTES: PARKING:','.. : G.w 93.53 tltl.�5 J 92.96 , x 96,85 TANK , - - 9e1e l ,.,:;'::,:,' a. .. 1' BOARD OF HEALTTHTANDTHE DESSIGNBENGIINEORED BY THE LOCAL EXISTING SEPTIC - TO BE PUMPED, FILLED WIH ;96.73 J� - AY\.;.:.;: 1 f'VE►. � '` 2. ALL WORK AND MATERIALS SHALL CONFORM TO THE REQUIREMENTS SAND AND ABANDONED ae.ao?` , �/ 9:as"P.A: E 'q:''." ''� ------_ OF THE STATE ENVIRONMENTAL CODE, TITLE V, AND ANY APPLICABLE 42 DE .' 09 9 _ _ -- • '•:",� , x 96.81 LOCAL RULES AND REGULATIONS. PROPOSED SEWER CONNECTI6N $9.26 ;: ''8.72 0 3 a (AT INLET END) J,• 96.65 S i' ,99.81�::`;:, x 99,46 / . THE SEWAGE DISPOSAL SYSTEM SHALL NOT BE BACKFILLED PRIOR INV.(OUT)=89.6t(VERIFY) �7.94 '; � TO INSPECTION AND APPROVAL BY THE BOARD OF HEALTH AND THE 1 9.177' PROPQ•SED DESIGN ENGINEER. SEE SHEET 3 OF 4 GARAGE 89.20 / •` �}`qa' SEPTIC'TANK q{7',5p .:," 99.99 / 4. ANY CONDITIONS ENCOUNTERED DURING CONSTRUCTION DIFFERING g9eo / FROM THOSE SHOWN HEREON SHALL BE REPORTED TO THE DESIGN 0.01 PRIMARY +98.18 / I ENGINEER BEFORE CONSTRUCTION CONTINUES. 89,98 I "IG0�39 DWELLING x 98.90 INSTALL 100.01 5, ALL ELEVATIONS BASED ON ASSUMED DATUM. TOF=go.9f CLEANOUT x a9.so �,�' front � ACCESSORY DWELLING 6. THE DESIGN ENGINEER IS NOT RESPONSIBLE FOR THE FAILURE O x J � x 99.15 j. 1 BR / SEE SHEET 4 OF 4 THE CONTRACTOR OR OWNER TO NOTIFY THE LOCAL BOARD OF 98.48 ` �''� HOUSE / HEALTH FOR PROPER INSPECTIONS DURING CONSTRUCTION. -P+�.00 g1•:90 ''.'�'i„w \ / EXISTING CESSPOOL 7. WATER SUPPLY PROVIDED BY TOWN WATER SERVICE. ddp 6 x 90.81 Pge' `�� �0,° _ 99.90 (°X•1 99.74 TO BE PUMPED, FILLED WITH 8. THERE ARE NO WELLS WITHIN 100' OF THE PROPOSED S.A.S. 91.57_ p°{J � ;i 1 SAND AND ABANDONED g. ALL AREAS CLEARED FOR CONSTRUCTION SHALL BE RESTORED AS 98.65 F i loo.zo �� OF �.I AGREED UPON BY OWNER AND CONTRACTOR OR AS OTHERWISE f 90,63 Rw �' L- ° PROPOSED q`sS DIRECTED BY THE APPROVING AUTHORITIES. 60 x 100.36 SEPTIC TANK Q� �� . a0u:27:::..'•;': �� y� yG 10. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY -; l W }99.57 o PETER T. ✓' 961'�9 ` \ x 93.52 -- TP-1 r•^ THE LOCATION OF ALL UNDERGROUND UTILITIES, PRIOR TO BEGINNING .51 MCENTEE CONSTRUCTION. s9 ioo•is:.` ^?::, 1oo.ss �}19092 -___ V CIVIL 11. WHERE REQUIRED, CONTRACTOR SHALL REMOVE ALL UNSUITABLE SOILS ioo.s6 TP-2 No. 35109 IN THE AREA BENEATH AND FOR 5' ON ALL SIDES OF THE S.A.S. AND REPLACE WITH CLEAN SAND AS SPECIFIED IN 310 CMR 255(3). x 96.46 12. AREAS REQUIRING STRIPOUT OF UNSUITABLE MATERIALS SHALL BE 99.e1' /'' i ioi:iP, ',.: C9Q j ° I I INSPECTED BY HEALTH DEPARTMENT PRIOR TO BACKFILL. CIL 13. THIS PLAN IS TO BE USED FOR SEPTIC SYSTEM PURPOSES ONLY AND x 99,84 99,70 j x�99.93 O PROPOSED S.A.S. 21`CL IS NOT TO BE CONSIDERED A PROPERTY LINE SURVEY. 101 2-500 GALLON CHAMBERS , SURROUNDED W/4' STONE `2 ZQ SPIKE81 101 9 / / .49 50' > J x , x 98.88 V i / ° s I 100.58 101.39 i ° -__N 17'52'37" E PRopER�� PARCEL ID: 99-58 and PROPERTY LINE 9, 0��� GARAGE C?: ; +1oz.i1 0 N �:,:' W/(" � PROPOSED SEPTIC UPGRADE PLAN 0 PARCEL ID. -58 10 N 225 OLD FALMOUTH ROAD. MARSTONS MILLS, MA 3,737,448 ±SF -< o vo Prepared for: Rod Komar, 225 Old Falmouth Road, Morstons Mills, MA c�Sz., 8.58 AC. __---J r- o ni SCALE DRAWN JOB. NO. x 101.23 __ z c++ Engineering by: F PROPERTY LINE 10218 x 102,41 1 rri Engineering Works, Inc. 1"=40' P.T.M. 291 18 t J G---------------- 288.03------ m ____-- DATE . CHECKED SHEET N0. ----- 12 West Crossfield Road, Forestdale, MA 02644 102.26 020y S `52'37" - 'f (508) 477-5313 5/2/19 P.T.M. 2 of 4 ^ p NOTE: TO PREVENT BREAKOUT, FINAL GRADE PRIMARY DWELLING SHALL NOT BE AT, OR BELOW, EL.=88.4 SEPTIC TANK FOR A DISTANCE OF 15' FROM THE EDGE SOIL LOG PROPOSED D-BOX OF THE PROPOSED S.A.S. INSTALL RISERS & COVERS OVER INLET & INSTALL RISER & WATERTIGHT PROPOSED S.A.S. 0 ET AND SET TO 6' OF FINISH GRADE DATE: DECEMBER 19, 2018 (REF. P#15,870) COVER SET TO 6" OF GRADE INSTALL RISER & COVER OVER ONE CHAMBER AND SOIL EVALUATOR: PETER McENTEE SE#1542 T.O.F-90.9t SET TO 3" OF F.G. TO SERVE AS INSPECTION PORT WITNESS: DONALD DESMARAIS R.S. F. -95.0 F.G. EL.=91.8t F.G. EL.=91.0t F.G. EL.=92.0t HEALTH AGENT MAINTAIN 2% SLOPE OVER S.A.S. ELEv. TP- 1 DEPTH ELEv. TP-2 DEPTH 91.9 A O 92.5 A 0 L = 71' _ _ LOAMY SAND LOAMY SAND ® S=1% (MIN.) 10YR 4/2 10YR 4/2 4"SCH40 PVC _ @ SCH40 PVC ® SCH40 P C6 2" LAYER OF 1/8" TO 1/2" 91.5 B 5" 92.1 B 5" 4"SCH40 PVC 4"SCH40 PVC DOUBLE WASHED STONE s LOAMY SAND LOAMY SAND 10.11 as as (OR APPROVED FILTER FABRIC) 14" 6 aaa0aaa 10YR 5/8 10YR 5/8 2' :FF. aaaaaaa aaaaaaa 88.9 36" 89.8 32" INV.=88.75 48" LIQUID DEPTH -3/4" TO 1-1/2" DOUBLE C C LEVEL WASHED STONE PERC ADD 4' 4.8' 4' OAS BAFFLE J INV.=88.32 PROPOSED INV.=88.15 36"/54' INV.=88.50 D-BOX EFFECTIVE WIDTH = 12.8' INV.=87.90 PROPOSED SEPTIC TANK 3-500 GALLON LEACHING CHAMBERS SURROUNDED WITH STONE AS SHOWN MED. SAND MED. SAND PROPOSED SEWER CONNECTION H-20 RATED 2.5Y 6/6 2.5Y 6/6 INV.=89.60t WITH CLEANOUT SET AT, OR ABOVE, GRADE TOP CONC. ELEV.=89. BREAKOUT ELEV.=88.4040 INV. ELEV.=87.90 aaaa NOTES: aaaaBBaaaaa 9a96a66a0019 1) CONTRACTOR SHALL VERIFY ALL EXISTING PIPE BOTTOM ELEV.=85.90 ow INVERTS, PRIOR TO INSTALLATION. 4' OF NATURALLY OCCURRING 4' EFFECTIVE x 8.5' = 25.5' 4' 81.4 126" 81.0 138" 2) SEPTIC TANK & D-BOX SHALL BE SET LEVEL AND EFFECTIVE LENGTH = 33.5' PERC RATE <2 MIN/IN. ("C" HORIZON) TRUE TO GRADE ON A MECHANICALLY COMPACTED PERVIOUS MATERIAL SIX INCH CRUSHED STONE BASE, AS SPECIFIED IN 4' (MIN.) ABOVE G.W. NO GROUNDWATER ENCOUNTERED 310 CMR 15.221(2). NO G.W., EL=81.0 LEACHING SYSTEM SECTION ELEv. TP-3 DEPTH ELEV. TP-4 DEPTH 3) INSTALL INLET & OUTLET TEES AS REQUIRED. BOG WATER SURFACE, EL.=72.7 0" 0" 4) GAS BAFFLE TO BE INSTALLED ON OUTLET TEE SEPTIC SYSTEM PROFILE 91.3 A 92 0 A AS MANUFACTURED BY TUF-TITE, ZABEL OR EQUAL. LOAMY SAND LOAMY SANDPRIMARY DWELLING 90.8 10YR 4/2 10YR 4/2 N.T.S. B 6" 91.5 B 6" LOAMY SAND LOAMY SAND 10YR 5/8 10YR 5/8 DESIGN CRITERIA PRIMARY DWELLING 89.3 G C 24' 89.8 26" ®®®® ® ®®®® PERC NUMBER OF BEDROOMS: 3 EXISTING + 1 PROPOSED = 4 BEDROOMS ®®®®®® ® ®®®® 37" 36"/54' SOIL TEXTURAL CLASS: CLASS I N � ® DESIGN PERCOLATION RATE: <5 MIN/IN Z ®�®®®® ® ®®®® MED. SAND MED. SAND DAILY FLOW: 330 GPD 2.5Y 6/6 2.5Y 6/6 DESIGN FLOW: 440 GPD 102" GARBAGE GRINDER: NO-not allowed with design LEACHING AREA REQUIRED: (440 GPD) = 594.6 SF 4" KNOCKOUT .74 PD/SF 20" DIA. COVER 81.3 120" 82.0 120" PROPOSED SEPTIC TANK: 1500 GALLON CAPACITY / PERC RATE <2 MIN/IN. ("C" HORIZON) PROPOSED D-BOX: 1 INLET, 3 OUTLETS, H-10 RATED 4" KNOCKOUT l 4" KNOCKOUT 58" NO GROUNDWATER ENCOUNTERED USE 3-500 GALLON LEACHING CHAMBERS IN SERIES PROPOSED SEPTIC UPGRADE PLAN SURROUNDED BY DOUBLE WASHED STONE ON ALL SIDES 4" KNOCKOUT 225 OLD FALMOUTH ROAD. MARSTONS MILLS, MA SIDEWALL AREA: 2(12.8' + 33.5') x 2 = 185.2 SF Prepared for: Rod Komar, 225 Old Falmouth Road, Marstons Mills, MA BOTTOM AREA: 12.8' x 33.5' = 428.8 SF 500 GALLON CAPACITY, H-20 LOADING Engineering by: SCALE DRAWN JOB. NO. TOTAL AREA:.............................................................. 614.0 SF CHAMBERS Engineering Works, Inc. N.T.S. P.T.M. 291-18 12 West Crossfield Road, Forestdale, MA 02644 DATE CHECKED SHEET NO. DESIGN FLOW PROVIDED: 0.74 GPD/SF(314.0 SF) = 454.4 GPD N.T.S. (508) 477-5313 5/2/19 P.T.M. 3 Of 4 <J ' 1 4 . NOTE: TO PREVENT BREAKOUT, FINAL GRADE SHALL NOT BE AT, OR BELOW, EL.=97.5 SEPTIC TANK FOR A DISTANCE OF 15' FROM THE EDGE 1 BR PROPOSED D—BOX OF THE PROPOSED S.A.S. field E /� INSTALL RISERS & COVERS OVER INLET & INSTALL RISER & WATERTIGHT PROPOSED S.A.S. OUTLET AND SET TO 6' OF FINISH GRADE COVER SET TO 6" OF GRADE INSTALL RISER & COVER OVER ONE CHAMBER AND T.O.F.=EXISTING SET TO 3" OF F.G. TO SERVE AS INSPECTION PORT 32.1'� F.G. EL.=100.1 f F.G. EL.=100.0t F.G. EL.=100.0t F.G. EL.=100.3t 37 5 0 MAINTAIN 2% SLOPE OVER S.A.S. ao a L = 26' w cr © S=1% (MIN.) L = 40' L = 13' �p 4"SCH40 PVC S=1% (MIN.) p S=1% (MIN.) 4"SCH40 PVC 4"SCH40 PVC 2" LAYER OF 1/8" TO 1/2" 6,. DOUBLE WASHED STONE j1 io"I " g• Baa�iaBeP�1( R APPROVED FILTER FABRIC) y 6 o 14" 2' EFF. aaaaaaa 1 1 N DEPTH aaaaaae3/4" TO 1-1/2" DOUBLE I--- ADD I� INV.=98.00 48" LIQUID WASHED STONE 50.2' LEVEL 4' 4.8' —112.8' GAS BAFFLE INV.=97.30 PROPOSED INV.=97.13 3.0' INV.=97.75 D-BO EFFECTIVE WIDTH = 12.8' INV.=97.00 STORAGE PROPOSED SEPTIC TANK 2-500 GALLON LEACHINGCHAMBERS SURROUNDED WITH STONE AS SHOWN and PROPOSED SEWER CONNECTION H-10 RATED GARAGE INV.=99.50(MIN.) TOP CONC. ELEV.=97.8t BREAKOUT ELEV.=97.50 NOTES: INV. ELEv.=97.00 110 SEPTIC LAYOUT 1 CONTRACTOR SHALL VERIFY ALL EXISTING PIPE 6a6aa6666aaaaaaa®a INVERTS, PRIOR TO INSTALLATION. BOTTOM ELEV.=95.00 2) SEPTIC TANK & D-BOX SHALL BE SET LEVEL AND 4' 2 x 8.5' = 17.0' 4' TRUE TO GRADE ON A MECHANICALLY COMPACTED 4' OF NATURALLY OCCURRING EFFECTIVE LENGTH 25.0' SIX INCH CRUSHED STONE BASE, AS SPECIFIED IN PERVIOUS MATERIAL 310 CMR 15.221(2). 4' (MIN.) ABOVE G.W. 3) INSTALL INLET & OUTLET TEES AS REQUIRED. NO G.W., EL=89.1 — LEACHING SYSTEM SECTIONEa ® ®®® :E@ ®®® ® ®®®® 33,E 4) GAS BAFFLE TO BE INSTALLED ON OUTLET TEE BOG WATER SURFACE, EL.=72.7 ®®® ® ®®®®AS MANUFACTURED BY TUF-TITE, ZABEL OR EQUAL. SEPTIC SYSTEM PROFILE N z' ®®® ® ®® 1 ACCESSORY DWELLING - N.T.S. ACCESSORY DWELLING 102" DESIGN CRITERIA ACCESSORY DWELLING SOIL LOG 4" KNOCKOUT NUMBER OF BEDROOMS: 1 BEDROOM DATE: DECEMBER 18, 2018 (REF.P#15,859) 20" DIA COVER SOIL EVALUATOR: PETER McENTEE SE#1542 SOIL TEXTURAL CLASS: CLASS I WITNESS: DONALD DESMARAISR.S. DESIGN PERCOLATION RATE: <5 MIN/IN HEALTH AGENT 4" KNOCKOUT / 4" KNOCKOUT 58" DAILY FLOW: 110 GPD ELEV. TP— 1 DEPTH ELEV. TP—2 DEPTH 0 DESIGN FLOW: 330 GPD 100.2 A 0" 100.1 A 0" LOAMY SAND LOAMY SAND 4" KNOCKOUT GARBAGE GRINDER: NO-not allowed with design 99 9 10YR 4/2 10YR 4/2 B 4„ 99.7 B 5" LEACHING AREA REQUIRED: (330 GPD) = 445.9 SF LOAMY SAND LOAMY SAND 500 GALLON CAPACITY, H-10 LOADING .74 GPD/SF 1OYR 5/8 1OYR 5/8 PROPOSED SEPTIC TANK: 1500 GALLON CAPACITY 97.5 C 32' 97.1 c 36" CHAMBERS PROPOSED D—BOX: 1 INLET, 3 OUTLETS, H-10 RATED f PERC N.T.S. 24"/36' USE 2-500 GALLON LEACHING CHAMBERS IN SERIES y PROPOSED SEPTIC UPGRADE PLAN SURROUNDED BY DOUBLE WASHED STONE ON ALL SIDES MED. SAND MED. SAND 225 OLD FALMOUTH ROAD. MARSTONS MILLS, MA r SIDEWALL AREA: 21 + 25.0' X 2 = 151.2 SF 2.5Y 6/6 2.5Y 6/6 ( ) I Prepared for: Rod Komar, 225 Old Falmouth Road, Marstons Mills, MA BOTTOM AREA: 12.8' x 25.0' = 320.0 SF Engineering by: SCALE DRAWN JOB. N0. TOTAL AREA:.............................................................. 471.2 SF 89.2 132" 89.1 132" Engineering Works, Inc. N.T.S. P.T.M. 291-18 DESIGN FLOW PROVIDED: 0.74 GPD/SF(471.2 SF) = 348.7 GPD PERC RATE <2 MIN/IN! ("C' HORIZON) 12 West Crossfield Road, Forestdole, MA 02644 DATE CHECKED SHEET NO. NO GROUNDWATER ENCOUNTERED (508) 477-5313 5/2/19 P.T.M. 4 of 4 1 1 + WATER SURFACE_ Crank€rry Bo 7408 - - - / 76.90 /- LEGEND -72.69 - -mil 74;06 ,/ // - ,3,9�dge of wetland/top of ditch - - - - - - _______+:,6�4---- +76.64 - EXISTING CONTOUR �+75.77 +75.42 GRAVEL BOG ROAD +75.2;---'-- --'- _ ,• - 67 - _-. =-' x 100.98 EXISTING SPOT GRADE ---- +79z5' p8 526 PG 6 G EXISTING GAS SERVICE ------------------------ ---" ' W EXISTING WATER SERVICE -- x eo.zs __- - x 81.18 �S -_Ox 61 4 _�_ _ ,��i TEST PIT 1��`----- �-----------------5-13'S4'35" W ---- J g6 BENCHMARK �s2`o7 '"'PROPERTY LINE x 82,57 i - --- ----------- PROPOSED S.A.S. SURROUNDED W/4'ASTONE BENCHMARK �----------- � ,,- ., ,, �-------- ��---- -- --- �- x 89.81 `�WW.✓✓✓ �� 99�� 90.22 .. 89.95 MAGNETIC NAIL SET SPIKE -' � y'.'90.35. '.,.•y%� ' -----------� EL.=89.99100' BUFFS TO WE1-t:ANO 6(y TO OLD'..• .. . ... .,.... . 89.19 - ;. x Q FALMOUTH ROAD 8969 :S 7.8 EXISTING S.A.S. \ ' ^88.37 89.05 �/ e 0 r o' TO BE PUMPED F/LLE1Q WITH 89.36 a?•�?. `" /. TIP SAND AND ABANDONEm1 4 SER PA \ ` VED DRIVEWAY:' 8a,53`• ��'�' \ 89.34 GENERAL NOTES: EXISTING SEPTIC TANK ' , 92.96 / x 96.85 y _ 98.1e 1. ALL CHANGES TO THIS PLAN MUST BE APPROVED BY THE LOCAL TO BE PUMPED, FILLED 7kH t '~ :' ,` e �A8.7i , BOARD OF HEALTH AND THE DESIGN ENGINEER. 1 - SAND AND ABANDONED \ rVEWAY. "' \ ee.ao dR 2. ALL WORK AND MATERIALS SHALL CONFORM TO THE REQUIREMENTS .09 .9.as"'pgVEbQ�......:::.::.. ----- E 9 _ _----_ OF THE STATE ENVIRONMENTAL CODE, TITLE V, AND ANY APPLICABLE PROPOSED SEWER CONNECTI6N 89.z6 : 42 �� x 96.81 LOCAL RULES AND REGULATIONS. (AT INLET END) `\ .:. .; -:. e.72 o x 96.65Q _ (oPP -------�98.20 f A INV.(OUT)=89.6t(VERIFY) �7.84 1 �� 99.81, , `.:' ' 1 x 99.46 / 3. THE SEWAGE DISPOSAL SYSTEM SHALL NOT BE BACKFILLED PRIOR e.i7 j TO INSPECTION AND APPROVAL BY THE BOARD OF HEALTH AND THE ' 89.20 ' PROPOSED SEE SHEET 3 OF GARAGE '�9e.o1 - i' l DESIGN ENGINEER. SEPTIC'TANK 99.99 r/ 4. ANY CONDITIONS ENCOUNTERED DURING CONSTRUCTION DIFFERING o.ol PRIMARY 90 t / FROM THOSE SHOWN HEREON SHALL BE REPORTED TO THE DESIGN 89.98 / +9s.1e ENGINEER BEFORE CONSTRUCTION CONTINUES. _ DWELLING x 98�90 1b039;.. / I R ------ INSTALL .. . : 100.01 5 TOF=90.9f . ALL ELEVATIONS BASED ON ASSUMED DATUM. \� x 89.50 �/ (fron f)� CLEANOUT :,.;••� ' ACCESSORY DWELLING 6. THE DESIGN ENGINEER IS NOT RESPONSIBLE FOR THE FAILURE OF 1 BR SEE SHEET 4 OF 4 THE CONTRACTOR OR OWNER TO NOTIFY THE LOCAL BOARD OF �} ---P11sy•°° - 98.48 HOUSE I HEALTH FOR PROPER INSPECTIONS DURING CONSTRUCTION. POLE•0U �`�� x90.81 91•730 �0 "`.'•`:`w X, l EXISTING CESSPOOL 7. WATER SUPPLY PROVIDED BY TOWN WATER SERVICE. A^ _ 99.90 ?',.� Pro 8. THERE ARE NO WELLS WITHIN 100' OF THE PROPOSED S.A.S. ws'o� 99.7a TO BE PUMPED, FILLED WITH <.'. . 91s7 98.65 oF� / SAND AND ABANDONED 90,63 Ry / , J. 1�9' 9. ALL AREAS CLEARED FOR CONSTRUCTION SHALL BE RESTORED AS 1 �� Ioo.2o x 100.36 \\ o PROPOSED `� �F tilgs AGREED UPON BY OWNER AND CONTRACTOR OR AS OTHERWISE 760 1 ' " \ SEPTIC TANK �Q� s9�y DIRECTED BY THE APPROVING AUTHORITIES. .- x 9"9 i \ G 10. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY 93.52 -'" ` \\� x 96'09 / x 98.51 W TP-1\ +9957 o PETER T. �, THE LOCATION OF ALL UNDERGROUND UTILITIES, PRIOR TO BEGINNING 0. `' tc McENTEE CONSTRUCTION. + .59 / "^ 1oo.ss r+4°ooz- _- c� CIVIL 11. WHERE REQUIRED, CONTRACTOR SHALL REMOVE ALL UNSUITABLE SOILS ,.' o,. .....:.:... 11 /�,/ // / 1oo.s6x -2 No. 35109 IN THE AREA BENEATH AND FOR 5' ON ALL SIDES OF THE S.A.S. AND F REPLACE WITH CLEAN SAND AS SPECIFIED IN 310 CMR 255(3). x 96.46 o I I /STE Q 12. AREAS REQUIRING STRIPOUT OF UNSUITABLE MATERIALS SHALL BE Q O I is INSPECTED BY HEALTH DEPARTMENT PRIOR TO BACKFILL. x 99.84 99.70 13. THIS PLAN IS TO BE USED FOR SEPTIC SYSTEM PURPOSES ONLY AND x<99.93 _ I O PROPOSED S.A.S. S �� IS NOT TO BE CONSIDERED A PROPERTY LINE SURVEY. � 101 1 I Z- _.� / •''I. � - 1o1az 2-500 GALLON CHAMBERS 9e.ee SPtKE8.19 101.49 50' -- SURROUNDED W/4' STONE ZQ 1oo.se / 5 rJ2' 1 a , / 3 1 , 100.71 9 ,`G, S' 36.28' O p2'58 LNE �Sa p \ STORE GE ; 101.39 ( N 17°52'37" E PROPE PARCEL ID: 99-rJ8 L GAF +192.71 PROPERTY LINE 0 Cn PROPOSED SEPTIC UPGRADE PLAN PARCEL ID: 99-58 191.64' M Ili 19 225 OLD FALMOUTH ROAD. MARSTONS MILLS, MA -�- 3,737,448 ±SF -+ Ln 0 8.58 AC. � a N Prepared for: Rod Komar, 225 Old Falmouth Road, Marstons Mills, MA x 101z3 - w Engineering by: SCALE DRAWN JOB. NO. F PROPERTY LINE x 102.41 fZ Engineering Works, Inc. 1"=40' P.T.M. 291-18 G---------- 288.0 92.18 102.26 0210 S 12 West Crossfield Road, Forestdole, MA 02644 DATE CHECKED SHEET NO. '52 37" W (508) 477-5313 5/2/19 P.T.M. 2 of 4 N Old Falmouth Rd ® CD 0 c m. O �O OSS �o 0 o y PG 69 p8 526Commett Ln F �o�e pis vo�Commett WY LOCUS LOCUS MAP NOT TO SCALE p� BOURGEOIS ��� r � LANE S 18'20'41" yy0-1 619.39' r�co� 1�sO FALMOUTTHD RD O� 40 SCALE WINDOW f SEE SHEET 2ro PARCEL ID: 99-58 S 13°54 45 W 3,737,448 ±SF C� 914.44' 8.58 AC. Ar TO OLD FALMOU ROAD C , 1�52'S0 E GARAGE 5 o3p258" Err. i9S ACCESSORY PRIMARY DWELLING `,R'• I DWELLING F N 17'52'37" E GARAGE/ 36.28' STORAGE v U) Cn v 288.03' o 0 S 17• — y v 52'37" ►N N m OF Mgss o PETER M TEE �, PROPOSED SEPTIC UPGRADE PLAN � cEN � - CIVIL N 225 OLD FALMOUTH ROAD, MARSTONS MILLS, MA OWNER OF RECORD t G/S Prepared for: Rod Komar, 225 Old Falmouth Road, Marstons Mills, MA KOMAR, RODERIC & Engineering by: SCALE DRAWN JOB. NO. MARYLYN F "� ( 1"=120' P.T.M. 291-18 P.O. BOX 589 ) Z� l Cj Engineering Works, Inc. MARSTONS MILLS, MA 02648 12 West Crossfield Road, Forestdole, MA 02644 DATE CHECKED SHEET NO. (508) 477-5313 5/2/19 P.T.M. 1 of 4 NOTE: TO PREVENT BREAKOUT, FINAL GRADE PRIMARY DWELLING SHALL NOT BE AT, OR BELOW, EL.=88.4 SEPTIC TANK FOR A DISTANCE OF 15' FROM THE EDGE SOIL LOG PROPOSED D-BOX OF THE PROPOSED S.A.S. INSTALL RISERS & COVERS OVER INLET & INSTALL RISER & WATERTIGHT PROPOSED S.A.S. OUTLET AND SET TO 6' OF FINISH GRADE DATE: DECEMBER 19, 2018 (REF. P#15,870) COVER SET TO 6" OF GRADE INSTALL RISER & COVER OVER ONE CHAMBER AND SOIL EVALUATOR: PETER McENTEE SE#1542 T.O.F.=90.9t SET TO 3" OF F.G. TO SERVE AS INSPECTION PORT F.G. EL.=95.Ot F.G. EL.=91.8t F.G. EL.=91.0f F.G. EL.=92.Ot WITNESS: DON HEALTH D NSMARAIS R.S. MAINTAIN 2% SLOPE OVER S.A.S. ELEV. TP- 1 DEPTH ELEV. TP-2 DEPTH 91.9 A O 92.5 A 0" L 71' L = 18' LOAMY SAND LOAMY SAND (MIN.) � _- L = 23' 4'SCH40 PVC �4"SCH 0(PVC) @ SCH4 (MIN.) 2" LAYER OF 1/8" TO 1/2" 91 5 10YR 4/2 92 1 10YR 4/2 4"SCH40 PVC 5" 5" 6" DOUBLE WASHED STONE B B 1o"I " as Qt� as (OR APPROVED FILTER FABRIC) LOAMY SAND LOAMY SAND 14" 6' 2' EFF. aaaaaaa 10YR 5/8 10YR 5/8 INV.=88.75 48" LIQUID pEpTH Baaaaaa -3/4" TO 1-1/2" DOUBLE 88.9 36" 89.8 32" 4' 4.8' 4' WASHED STONE C C LEVEL ADD PERC GAS �� INV.=88.32 PROPOSED INV.=88.15 INV.=88.50 D-BOX EFFECTIVE WIDTH = 12.8 36"/54' INV.=87.90 PROPOSED SEPTIC TANK 3-500 GALLON LEACHING CHAMBERS SURROUNDED WITH STONE AS SHOWN MED. SAND MED. SAND PROPOSED SEWER CONNECTION H-20 RATED 2.5Y 6/6 2.5Y 6/6 INV.=89.60t WITH CLEANOUT TOP CONC. ELEV.=89.Ot SET AT, OR ABOVE, GRADE BREAKOUT ELEV.=88.40 INV. ELEV.=87.90 mama NOTES: maBBaaaaaaa 1 CONTRACTOR SHALL VERIFY ALL EXISTING PIPE aaaaaaaaaaa BOTTOM ELEV.=85.90 INVERTS, PRIOR TO INSTALLATION. 4' 3 x 8.5' = 25.5' 4' 81.4 126" 81.0 138" 2) SEPTIC TANK & D-BOX SHALL BE SET LEVEL AND 4' OF NATURALLY OCCURRING EFFECTIVE LENGTH = 33.5' PERC RATE <2 MIN/IN. TRUE TO GRADE ON A MECHANICALLY COMPACTED PERVIOUS MATERIAL ("C" HORIZON) 4' MIN. ABOVE G.W. NO GROUNDWATER ENCOUNTERED SIX INCH CRUSHED STONE BASE, AS SPECIFIED IN LEACHING SYSTEM SECTION 310 CMR 15.221(2). NO G.W., EL=81.0 = ELEV. TP-3 DEPTH ELEv. TP-4 DEPTH 3) INSTALL INLET & OUTLET TEES AS REQUIRED. BOG WATER SURFACE, EL.=72.7 011 4) ASS MANUFACTURED BYSTUF TITBAFFLE TO BE INTALLEDONZAOBELEOR EQUAL. SEPTIC SYSTEM PROFILE UTLT TEE 9, 3 A 92 A PRIMARY DWELLING LOAMY SAND LOAMY SAND 10YR 4/2 10YR 4/2 N.T.S. 90.8 B g" 91.5 B g" LOAMY SAND LOAMY SAND DESIGN CRITERIA PRIMARY DWELLING 89•3 10YR 5/8 C 24 10YR 5/8 89.8 C 26" ®®®® 0 ®®®® PERC NUMBER OF BEDROOMS: 3 EXISTING + 1 PROPOSED = 4 BEDROOMS ®®®®®® ® ®®®® 37" 36"/54' SOIL TEXTURAL CLASS: CLASS I N > ® z ®��®®® ® ®®®® DESIGN PERCOLATION RATE: <5 MIN/IN MED. SAND MED. SAND DAILY FLOW: 330 GPD 2.5Y 6/6 2.5Y 6/6 DESIGN FLOW: 440 GPD 7 102" GARBAGE GRINDER: NO-not allowed with design LEACHING AREA REQUIRED: (440 GPD) = 594.6 SF 4" KNOCKOUT .74 PD/SF 20" DIA. COVER 81.3 120" 82.0 L 120" PROPOSED SEPTIC TANK: 1500 GALLON CAPACITY PERC RATE <2 MIN/IN. ("C" HORIZON) PROPOSED D-BOX: 1 INLET, 3 OUTLETS, H-10 RATED 4" KNOCKOUT 0 / 4" KNOCKOUT 58" NO GROUNDWATER ENCOUNTERED USE 3-500 GALLON LEACHING CHAMBERS IN SERIES p PROPOSED SEPTIC UPGRADE PLAN SURROUNDED BY DOUBLE WASHED STONE ON ALL SIDES 4" KNOCKOUT 225 OLD FALMOUTH ROAD. MARSTONS MILLS, MA SIDEWALL AREA: 2(12.8' + 33.5') x 2 = 185.2 SF Prepared for: Rod Komar, 225 Old Falmouth Road, Marstons Mills, MA BOTTOM AREA: 12.8' x 33.5' = 428.8 SF 500 GALLON CAPACITY, H-20 LOADING Engineering by: SCALE DRAWN JOB. N0. TOTAL AREA:............................................................... 614.0 SF CHAMBERS Engineering Works, Inc. N.T.S. P.T.M. 291-18 DESIGN FLOW PROVIDED: 0.74 GPD/SF(314.0 SF) = 454.4 GPD 12 West Crossfield Road, Forestdole, MA 02644 DATE CHECKED SHEET N0. N.T.S. (508) 477-5313 5/2/19 P.T.M. 3 Of 4 _ I NOTE: TO PREVENT !BREAKOUT, FINAL GRADE SHALL NOT BE AT, OR BELOW, EL.=97.5 SEPTIC TANK FOR A DISTANCE OF 15' FROM THE EDGE 1 BR PROPOSED D-BOX OF THE PROPOSED S.A.S. HOUSE INSTALL RISERS & COVERS OVER INLET & OUTLET AND SET TO 6' OF FINISH GRADE INSTALL RISER & WATERTIGHT PROPOSED S.A.S. COVER SET TO 6" OF GRADE INSTALL RISER & COVER OVER ONE CHAMBER AND 9' T.O.F.=EXISTING SET TO 3" OF F.G. TO SERVE AS INSPECTION PORT 32.1'� 37 5. o F.G. EL.=100.1 f F.G. EL.=100.Ot F.G. EL.=100.Ot F.G. EL.=100.3t ] MAINTAIN 2% SLOPE ,OVER S.A.S. a 4. rn. L = 26' , , L - 40 w cp S=1% (MIN.) ® S=1% MIN. L = 13' C? 4"SCH40 PVC 4"SCH40(PVC) �4'SCH 0(PVC) 2" LAYER OF 1/8" TO 1/2" t� 5" DOUBLE WASHED STONE I, to g• aaB$a (OR APPROVED FILTER FABRIC) g 6 I I 14" 2' EFF. 000013623100 I a INV.=98.00 48" LIQUID DEPTH aaaaBaa -3/4" TO 1-1/2" DOUBLE i 1 WASHED STONE 50.2' -_ 1 LEVEL ADD INV.=97.30 PROPOSED INV.=97.13 4 4.8' '4' -I12 8' GAS BAFFLE INV.=97.75 D_B4� EFFECTIVE WIDTH = 12.8' 3.0' .. INV.=97.00 PROPOSED SEPTIC TANK -500 STORAGE • �` //_ h an PROPOSED SEWER CONNECTION H-10 RATED C GARAGE U INV.=99.50(MIN.) TOP CONC. ELEV.=97.8t ,� ut BREAKOUT ELEV.=97.50 ` NOTES: INV. ELEV.=97.00 BaBa SEPTIC LAYOUT eases 1) CONTRACTOR SHALL VERIFY ALL EXISTING PIPE aaaa6363 a INVERTS, PRIOR TO INSTALLATION. BOTTOM ELEV.=95.00 2) SEPTIC TANK & D-BOX SHALL BE SET LEVEL AND 4' 2 x 8.5' = 17.0' 4' TRUE TO GRADE ON A MECHANICALLY COMPACTED 4' OF NATURALLY OCCURRING EFFECTIVE LENGTH = 25.0' SIX INCH CRUSHED STONE BASE, AS SPECIFIED IN PERVIOUS MATERIAL 4' (MIN.) ABOVE G.W. LEACHING SYSTEM SECTION 0 310 CMR 15.221(2). ®®® 3) INSTALL INLET & OUTLET TEES AS REQUIRED. NO G.W., EL=89.1 - H#E3 ®®®®®® ® ®®®® 33" 4) GAS BAFFLE TO BE INSTALLED ON OUTLET TEE BOG WATER SURFACE, EL.=72.7 AS MANUFACTURED BY TUF-TITE, ZABEL OR EQUAL. W ® SEPTIC SYSTEM PROFILE N z �®®E3 E3 E3 ACCESSORY DWELLING - N.T.S. ACCESSORY DWELLING 102" DESIGN CRITERIA ACCESSORY DWELLING SOIL LOG 4" KNOCKOUT NUMBER OF BEDROOMS: 1 BEDROOM SOIL EVALUATOR:BER 1 ,McE18 (REF. #542859) 20" DIA. COVER SOIL TEXTURAL CLASS: CLASS I WITNESS: DONALD DESMARAIS R.S. DESIGN PERCOLATION RATE: <5 MIN/IN HEALTH AGENT 4" KNOCKOUT 4" KNOCKOUT 58" DAILY FLOW: 110 GPD ELEV. TP- 1 DEPTH ELEV. TP-2 DEPTH 0 DESIGN FLOW: 330 GPD 100.2 A 011 100.1 A D" LOAMY SAND I LOAMY SAND 4" KNOCKOUT GARBAGE GRINDER: NO-not allowed with design 99.9 10YR 4/2 10YR 4/2 B 4° 99.7 5" B LEACHING AREA REQUIRED: (330 GPD) = 445.9 SF LOAMY SAND LOAMY SAND 500 GALLON CAPACITY, H-10 LOADING .74 GPD/SF 97.5 32' 97.1 10YR 5/8 10YR 5/8 36" PROPOSED SEPTIC TANK: 1500 GALLON CAPACITY C C CHAMBERS PROPOSED D-BOX: 1 INLET, 3 OUTLETS, H-10 RATED PERC N.T.S. 24"/36' USE 2-500 GALLON LEACHING CHAMBERS IN SERIES PROPOSED SEPTIC UPGRADE PLAN SURROUNDED BY DOUBLE WASHED STONE ON ALL SIDES MED. SAND MED. SAND 2Z5 OLD FALMOUTH ROAD. MARSTONS MILLS, MA SIDEWALL AREA: 2 12.8' + 25.0' X 2 = 151.2 SF 2.5Y 6/6 2.5Y 6/6 ( ) Prepared for: Rod Komar, 225 Old Falmouth Road, Marstons Mills, MA BOTTOM AREA: 12.8' x 25.0' = 320.0 SF Engineering by: SCALE DRAWN JOB. NO. TOTAL AREA:.............................................................. 471.2 SF 89.2 132" 89.1 132" Engineering Works, Inc. N.T.S. P.T.M. 291-18 DESIGN FLOW PROVIDED: 0.74 GPD/SF(471.2 SF) = 348.7 GPD PERC _RATE <2 MIN/IN. ("C" HORIZON) 12 West Crossfield Road, Forestdole, MA 02644 DATE CHECKED SHEET NO. NO GROUNDWATER ENCOUNTERED (508) 477-5313 5/2/19 P.T.M. 4 of 4