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0067 CAILLOUET LANE - Health
67 Caillouet Lane A = 141 -097 Osterville J Message Page 1 of 2 Stanton, David From: Nick Bowes [nick@baysidebuilding.com] Sent: Monday, March 14, 2016 9:43 AM To: Stanton, David; John O'Dea Subject: RE: Caillout Lane Hi Dave—I was in Friday afternoon, specifically to clear up this situation but was told I could only speak with Tom. No problem—I'll swing by with revised plans this afternoon which should alleviate your concerns. The architect had given us the wrong plans last week by accident and it had been so long since we had originally permitted the garage it was a general oversight. I attached,the new second floor above showing it was meant to remain a gym the entire time. Thanks Nick Nick Bowes Bayside Building, Inc. Sales & Project Management Office: 508.771.1040 Cell: 774.487.0475 Fax: 508.775.0155 www.boysidebuiIding.com From: Stanton, David [ma i Ito:David.Stanton @town.barnstable.ma.us] Sent: Monday, March 14, 2016 9:27 AM To: John O'Dea Cc: Nick Bowes Subject: RE: Caillout Lane Hi John, The septic and building permit were originally approved for 5 bedrooms. It was ok with the original plans due to the fact that there were only 5 bedrooms listed and Tom allowed for a total room count(he does not always allow for a total room count when there is a detached unit, the code a says single family dwelling unit) as he was � comfortable with it having an over designed system (due to garbage grinder) and they were only showing 5 actual bedrooms and with allowing a total room count of the entire property it was ok. The problem being now is that they are proposing to add a bedroom above the garage, with wet bar, bathroom, etc, which is not the "gymnasium" that was used in his original application and did not count as a bedroom and allowed for a total room count. They need to decide how they want to change it to comply with the 5 bedroom approval, and see if Tom is ok with it. If they go to increase flow to 6 bedrooms, they may need a reserve area (I'm not sure if the original was new construction with increased flow requiring a reserve area or not) and it may trigger variances from the Board of Health. Thanks, Dave -----Original Message----- From: John O'Dea [mailto:iohn@sullivanengin.com] Sent: Monday, March 14, 2016 9:13 AM To: Stanton, David Cc: Nick Bowes II' 3/14/2016 4 Message Page 2 of 2 Subject: FW: Caillout Lane David, Not sure what exactly what the issue is on the garage permit, but here is where we left of a couple years ago...... John O'Dea, P.E. Sullivan Engineering&Consulting, Inc P.O. Box 659 Osterville, MA 02655 508-428-3344 508-428-9617 (fax) From:Stanton, David [ma i Ito:David.Stanton@town.barnstable.ma.us] Sent:Wednesday, October 29, 2014 4:27 PM To: john@sullivanengin.com Subject: RE: Caillout Lane Literally just finished, I'll try to get a number for you first thing tomorrow. I ran by Tom quick, we decided plans ok as the septic is larger for the garbage grinder and could potentially have 6 bedrooms there and the intent of the garage appears to be just a garage and gymnasium, not an actual bedroom room, because when a total room count is done, you have to go with the higher of the two numbers (between total room count presumed bedrooms and the actual calling\intended use of a room as an actual bedroom) in this case, the main house would be 5 bedrooms because there are 5 rooms listed as bedrooms. Do you want me to just scan you a copy of the permit and email it to you once I do it or do you want to come in here for a photocopy of the permit? Thanks, Dave -----Original Message----- From: John O'Dea [mailto:iohn@sullivanengin.com] Sent: Wednesday, October 29, 2014 4:26 PM To: Stanton, David Subject: Caillout Lane Dave—Did you issue permit? John O'Dea, PE Sullivan Engineering Inc.- 7 Parker Road/ P.O. Box 659 Osterville, MA 02655 508-428-3344 508-428-9617 (fax) 3/14/2016 THE FOLLOiNING IS/ARE THE BEST IMAGES FROM POOR QUALITY ORIGINAL (S) M � L DATA �. � c r s ZONE: 1 BUFFER ZONE CALCULATIONS �.iv r t _.•V. _ ertovaseu-wrmoven mmwnavurouueu rnnassrn.eenseorcw.v:n.r ''�,�-.;Il' �?, ?' °mvELLwc-I.Ie°s.e. xuEm-)ns.F. n'DwuuRD-frvse ° ee�° � f ..j waeawrtr-ou ccrssortr-osF wnncsoHr ? oBrvErvnr•ose Dwva wwv-osr r-ose OVERLAYDISTRICT. ¢y� MDUe�nO-➢H.r nn0-➢S4i Ti. r�'-P � �E4wIwu�M4Se F F 1 ]• —AL ir4s.F Imese x.-.,xos.r. rorAL )nu `^'"•,••-•••••� \ � r �� Ng Q' �'�n�e, wculwc-).or)s. rvc-isras.F. .. °Ox%Hwtm•x ` FLOOD ZONE. � "'LO '.� ' •� x.slss.e. a tea:::'h: .'�•a_r a T`A F o f o.c EssoHr-as.r.F. o°p£u"wr.r.rn s.e. H osv•n rs.F. C TIMN �ma.•" 4> �� � Dwv£wwr•¢u4sr. Drtnsrvwr-).nns_E. Drtrvewar-).nrs.e. ' �hao�aArmrx \ �1° � vnoc¢�o ' crw ox).rnv SF. n'AJimwno-).rso.e r. ,r>avor. ASSESSORS REF: -�� n� ,, ro .f�urtr.s.r rorn[ .e. roiLAt- r.I e .7 i//�& \.\CdDUe o nr / s:vse us6rsFrtmumco•vn`iovcur"eeHvmuvAawnuw �•r REFERENCES: ceEssoar s RawcAELL sw/DEeLROEwar coui / _'/; rFir _/ a ! d �� �_" \ � \z o T N zR•\�w'C,blar�n..cQ Dµ'rSerr""4 �Cd4�o?e'y'rr m 'P DIRECTIONS:yCn n 4f�•�cY\ i / pq "'0as � ., ° � � aRi�D 1 �� � yti ,zo�y4N�4b"�n.J e O`,pa , PRE Y Q` accEsort UCNR£ ° D !. ,�,• \ �. n srwracE w/seREARour. WALLS HELOw \ \� ~ � Oh Paovd V rn \ . 5'`... Lots 21&22 11r ,.�.l AP ... -- 'oeoo. Legend: O cgs REN.LDv: Rehx 0•➢9mo4e wmt➢Iron 4e° P sr uP°➢te rue w,Ih 2/f/16 praHou➢°r Nstons ey Prhers.° REVISIW+: r0 H/I. NOr£S PR£PAREO FDR: PREPaR£D HY. LIRE: P I.�rh w e=➢a p,Ie° Site Plan _ z)m e nee,° Andrew Slifka c llll ��]]II��nn Engineering& Proposed Improvements N A a 4e,w• - s to 'IP:"4'Ia °'meO°"°'s°,.°e,r 14 Lehigh Rd S�lll1'(,lll consulting,Ina At � .f.�m vo�ey a rAP11 a Co_, - Wellesley MA 02482 ���,�,;;,';�„��"`�' 67 Caillouet Ln � a.Ii.. .. 'I.)Q� Wtaken wn A➢➢i° ti Barnstable (osleNille) Mass. �. w. _ wrm°°.er.a..<e;erw ssse ° vi➢R➢I mD a opm,r em Dar£: If 27,2014 seats: 1^_20' s,me Town of Barnstable Regulatory Services Richard V. Scali,Interim Director BA M Public Health Division iOrEn " Thomas McKean,Director 200 Main Street,Hyannis,MA 02601 Office: 508-862-4644 Fax: 508-790-6304 Installer& Designer Certification Form Date: 13\ N_ Sewage Permit# 1� -Lt J 7 Assessor's Map\Parcel 111 Jp Designer: .,joAV44 G' ia�t, Installer: Address: 7 Rark'z' ZVI IPo Z3ax Address: On 0 jk- was issued a permit to install a (date) (installer) septic system at G7 LIII based on a design drawn by (address) t�h !ocer;h dated (c�Z8�14 designer) x -� I certify that the septic system referenced above was installed substantially according to the design, which may include minor approved changes such as lateral relocation of the distribution box and/or septic tank: Strip out (if required) was inspected and the soils were found satisfactory. 'k N,,\A t41- yea�,'� b-p —rah. I certify that the septic system "referenced above was installed with major changes (i.e. greater than 10' lateral relocation of the SAS or any vertical relocation of any component of the septic system)but in accordance.with State &Local Regulations. Plan revision or certified as-built by designer to,follow. Strip out(if required)was inspected and the soils were found satisfactory. I i that the system referenced above was constructed ise with the terms " f the I "approval letters(if applicable) JOHN C.' 0 � n VE a� ' gnature) �a sir ; l esigner's Signature) (Affix Designer's Stamp Here) PLEASE RETURN TO BARNSTABLE PUBLIC HEALTH DIVISION. CERTIFICATE OF COMPLIANCE WILL NOT BE ISSUED UNTIL BOTH THIS FORM AND AS- BUILT CARD ARE RECEIVED BY THE BARNSTABLE PUBLIC HEALTH DIVISION. THANK YOU. Q:\Septic\Designer Certification Form Rev 8-14-13.doc A 0 � IQP? t F . o J (� .. .. .. _�...-_�_.�.._-_•---._.v_1_-cam_�__wa�_wsw �-.��...-���_-__-_ _-_. -.. m yHE CON L WEALTH OF MASSACHUSETTS m p�II. 0 InFALTH jDIVISj[ON--BAiRNSTAR J,MASSACHUSETTS . Fermissian is hereby granted to Comt:rwt{• Repair{ )' C?pgadc{ ) Ab—ddn( } m w Syetn located at _ _ — a and as des=-bed in tie above Application-LOr Dispose System ConstmcbO 2 Pemut.ire applicant recognized his/her dvty to comply vvj'6� Q = fitYe 5 and�e fIDDOW.ing lWal p[ClvisiMIS ur special condit e�3s I'nvided Cons action us completed within three years ofthe date ofthisp s A Ill _ z m r _ Approved by DateJ U is *. V i Town of Barnstable IPT MAS& 200 Main-Street, Hyannis MA 02601 508-862-4038 039. Application for Building Permit Application No: TB-16-572 Date Recieved: 3/11/2016 ',�J 31� / Job Location: 67 CAILLOUET LANE,OSTERVILLE Permit For: Shed-Residential-200 sf and over Contractor's Name: BRIAN T DACEY State Lic. No: 005645 Address: CENTERVILLE MA 02632, CENTERVILLE, Applicant Phone: MA 02632 (Home)Owner's Name: SLIFKA,ANDREW Phone: (Home)Owner's Address: 14"LEHIGH ROAD, WELLESLEY,MA 02482-7429 Work Description: Construct,a 3_car garage detached with a living space bedroom,wet bar and full bath above. 38x26 _L Total Value Of Work To Be Performed: $220,000.00 Structure Size: 0.00 0.00 0.00 Width Depth Total Area I hereby swear and attest that I will require proof of workers'compensation insurance for every contractor,subcontractor,or other worker before he/she engages in work on the above property in accordance with the Workers' Compensation Act(Chapter 568). I understand that pursuant to 31-275 C.G.S.,officers of a corporation and partners in a partnership may elect to be excluded from coverage by filing a waiver with the appropriate District Office;and that a sole proprietor of a business is not required to have coverage unless he files his intent to accept coverage. I hereby certify that I am the owner of the property which is the subject of this application or the authorized agent of the property owner and have been authorized to make this application. I understand that when a permit is issued,it is a permit to proceed and grants no right to violate the Massachusetts State Building Code or any other code,ordinance or statute,regardless of what might be shown or omitted on the submitted plans and specifications. All information contained within is true and accurate to the best of my knowledge and belief. All permits approved are subject to inspections performed by a representative of this office. Requests for inspections must be made at least 24 hours in advance. Signed: BRIAN T DACEY 3/11/2016 Applicant Date Telephone No. Estimated Construction Costs/Permit Fees Total Project Cost : $220,000.00 Date Paid Amount Paid Check#or CC# Pay Type Total Permit Fee: $135.00 Total Permit Fee Paid: $0.00 THIS ISAOT A PERMIT M TOWN OF/B�ARNSTABLE LOCATION � (�. � SEWAGE # I x VILLAGE ASSESSOR'S MAP & LOT I—0 2 INSTALLER'S NAME&PHONE NO. A . Ci]L SEPTIC TANK CAPACITY /500 - IPp 2 LEACHING FACILITY: (type) i . (size) NO. OF BEDROOMS q �✓ BUILDER OR OWNER PERMIT DATE: Io�3��i COMPLIANCE DATE: tz �z Separation Distance Between the: Maximum Adjusted Groundwater Table to the Bottom of Leaching Facility Feet Private Water Supply Well and Leaching Facility (If any wells exist on site or within MO feet of leaching facility) Feet Edge of Wetland and Leaching Facility. (If any wetlands exist within 300 feet o leachin fa ' ry) _ Feet Furnished by 4 � a 5 "lz . - drt .1q A -3 = 47 13 13_ 34, a 1 r v, No. L I Fee I50 THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS es ftpYieation for Nsposai 6pstem Construction permit Application for a Permit to Construct VrRepair( ) Upgrade( ) Abandon( ) ❑Complete System ividual Components Location Address or Lot No. 67 a i0 009_ (A-k4 Owner's Nam Address,and Tel.No. IrAN Assessor's Map/Parcel t f -01 w a Installer's Name, dd&�ss,and Tel.No.�, >�jc� Designer's Name,Address,and Tel.No. /'lr �1►►. .u....�'� /Y+Ta, �b Erg W.ccsr� �r+� bm Type of Building: Dwelling No.of Bedrooms S Weer Lot Size IRS fttt st-fY- Garbage Grinder Other Type of Building No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.required) gpd Design flow provided 55-0 gpd Plan Date SArq- �.l, 2alLl Number Qf sheets 7_ Revision Date Title5tk_?t-In 44eg§C-!k Am,- Size of Septic Tank 1506 }000 600- Z MMWtpeCof S.A.S. tX. FIELD Description of Soil Nature of Repairs or Alterations(Answer when applicable) �L���� AA&Lj 5em- -mljk< C � Date last inspected: Agreement: The undersigned agrees to ensure the construction and maintenance of the afore described on-site sewage disposal system in accordance with the provisions of Title 5 of t4Hth. 2entalde and not to place the system in operation until a Certificate of Compliance has been issued by this Board of ed Date Application Approved by Date Application Disapproved by Date for the following reasons Permit No. 9 0 Date Issued 31> Fee �Lr/ �x KR Entered in cam ut t THE COMMONWEALTH OF MASSACHUSETTS p - eri Tr ' PUBLIC HEALTH DIVISION -TOWN OF BARNSTABLE, MASSACHUSETTS 2pplication for Oisposar 6pstem Construction permit Application for a Permit to Construct(Repair( ) Upgrade-;(•.),,:Abandon( ) ❑Complete System ividual Components Location Address or Lot No. rs7 CqMougz Owner's Nam ,Address,and Tel.No.t. Assessor's Map/Parcel H'-01 g - Installer's Name ddress,and Tel.No`'../���� Desi ner's Name,Address,and Tel.No. Type of Building: Dwelling No.of Bedrooms S (w(f¢frh�) Lot Size 1,717 keti sq-ft: Garbage Grinder t Other Type of Building No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.required) gpd Design flow provided SS v gpd Plan Date Number of sheets Z. i Revision Date Size of Septic Tank k5Ob A-000 &OK- V\J0 )' A kt-*4ype of S.A.S. LX. FtELD Description of Soil t a' ' Nature of Repairs or Alterations(Answer when applicable) /UF,c,J SEZt� h NtC + Ramp t Date last inspected: Agreement: The undersigned agrees to ensure the construction and maintenance of the afore described on-site sewage disposal system in " accordance with the provisions of Title 5 of the Envir nmen``tal C�de and not to place the system in operation until a Certificate of Compliance has been issued by this Board of H/ealth. _ f ed f Date Application Approved by (y v Date /0/% o 1 V Application Disapproved by Date for the following reasons Permit No. 201 tl - Date Issued /° v /V c. ------------------------------- ----------------------------------------- ����� THE COMMONWEALTH OF MASSACHUSETTS O I BARNSTABLE, MASSACHUSETTS Y c_1 Vffl Certificate of Compliance - THIS IS TO CER Y,that the On-site Sewage Disposal system Constructed(-/� Repaired( ) Upgraded( ) a Abandoned( )by; U 1 e , at 0 CA_&kk Wxy, has been constructed in accordance with the provisions of Title 5 and the for Disposal System Construction Permit No.2 u/7 /2 dated Installer Designer #bedrooms 5 Approved design flow V11 V gpd The issuance of is pertit shall not be construed as a guarantee that the system will nctio iesigne 1 ff Date Inspector / l t. ---- ----------------------------------------'----------------------------------------------i ------------------------------------------- No. _d I t - l�f Fee THE COMMONWEALTH OF MASSACHUSETTS M, PUBLIC HEEAI:T H DIVISION-BARNS TABLE,MASSACHUSETTS �� Bisposal .6pstem Construction Permit Permission is hereby granted to Construct( Repair( Upgrade( ) Abandon( ) System located at (VI c4��kooe� Lyk_ and as described in the above Application for Disposal System Construction Permit. The applicant recognized his/her duty to comply with ., Title 5 and the following local provisions or special conditions. Provided:Construction must completed within three years of the date of this permilt. ,n U"^' Date b ' b/lJie Approved by \ V t T6 4 r 66k � a % r e s e� m� r 9 z � � a A4 A4 cn d -------- FQ — 4 S lk H .m�..v v Mr.—, A4 VEST. ~ b A4 __ �onl°u,....TES En_ — ___ u 04 cn ---------- w /J V�IbIfiS 6ARAbE Vow— ------.an «i xr v.+ ' scmm.mwm� ' __________________________ § Saurae aa,a+w+«i BATH,a r r . r r i r r r a ' ve I I I cawr�.wm maaee� ' I I I 1 Iy, I��q{{ au.m immamrces� y �' <awmw®mra'eeo � CI 3 � a ?U C 7 a' ovavntae w.rum I8 6Ib �. Z QJ J N O I I 9 x-066 u_ F»eo ye<o. Yio Yo Yo reed O)� p� .c Lr= o ag F I R5T FLOOR PLAN SECOND FLOOR PLAN .wo.�,� •ev eo..*. o O. L lop n0. date 1db r drew , �w a A_2 6AIEDFORPERKMNG hm of i TOWI F OF BARNSTABLE � j r' LOCATION .C, `m L %,-4- SEWAGE# VILLAGE v;� ASS R'S &PARCEL 1 — INSTALLER'S NAME&PHONE NO. 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 a any wetlands exist within 300 feet of leaching facility) Feet FURNISHED BY ® e, m o. TOWN_OO BA IRNSTABLE LOCATION LJ C.-�I ic,v SEWAGE# ✓�5 VILLAGE OSTI �Q ASSESSOR'S MAP&PARCEL fir' 'S NAME&PHONE NO.rcaet r�Lk-- �'.O AK,i�� goVr 07? SEPTIC TANK CAPACITY 10W `X -n LEACHING FACILITY.(type) Q.1 GCS (size) NO. OF BEDROOMS OWNER 0 C- PERMIT DATE: C AE DATE:'!!'A P (0 Separation.Distance Between the: Maximum Adjusted Groundwater Table to the Bottom of Leaching Facility feet Private Water Supply Well and Leaching Facility(if any wells exist on site or within 200 feet of leaching facility) feet Edge of Wetland and Leaching Facility(if any wetlands exist within 300 feet of leaching facility). feet FURNISHED BY 4 \ \ ♦ 4 \ h \ 4 \ ♦ 4 ♦ 4 ♦ 4 \ ♦ 4 4 4 \ ♦ • h ♦ 4 "� ♦ Garage S) sterr 16 46 ♦ k 4 4 ♦ 4 ♦ ♦ \ ♦ 4 ♦ 4 ♦ \ \ ♦ 4 ♦ 4 \ ♦ \ \ 4 \ h//((++\j� 4f k!`f.i♦f 41♦f tfhl♦t\f♦f\ \J���� TJ\ f r ! J f t . . . . . . . . . . 25 r ! . J / l . 4 4 4 ♦ . \ \ 4 h \ 4 4 \ \ �� ga 9+ � �.. h k \ 4 \ ♦ 4 \ 4 \ \ h \ 4 .� J / ! J f 1 f ! f ! ! f / i �- k ➢��� �.� ��� ,'4 4. fv!4f♦/vf4/vt.14/♦ 4 \ \ \ k \ \ ♦ k , 4 l' .,+ J" F $E ".t., k'4+ .".��3F' p A.n�Yj.� '�+„�+�±y'} in Huse :p .� m }VeW,a , t ste 24 5 4�� �� b�f . x 24 zs p ,i 7 m: I 7 - f5a No. Fee THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: PUBLIC HEALTH DIVISION -TOWN OF BARNSTABLE, MASSACHUSETTS Yes 01pplitation for 3oispoBAY *pstem Construction permit Application for a Permit to Construct( ) Repair( ) Upgrade(mI"'Abandon( ) `❑Compleie System ❑Individual Components Locations Address o.7 G.c �c.e�' Owner's Name,Address,and Tel.No. Assessor's Map/Parcel 12 ` , ®a 65,5 Installer's Name,Address,and Tel.No. A_ rXc4,441, Designer's Name,Address,and Tel.No. , Type of Build g: — 0-F, �� .9�� Ts�B r°�'"' e�e eso Dwelling No.of Bedrooms Lot Size I 3/307 sq.ft. Carbage Grinder Other Type of Building �e.6Z . No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.required) gpd J�.SD gpd Design flow provided go7JC gpd ✓�co P �lV� Plan Date 4�fy� 1? a 00 Number of sheets Revision Date CQ.�'`5, 01 D�� 1, fe v. Title .5 9— F _ of Size of Septic Tank Isp� / Type of S.A.S. Description of Soil N��Jere pA Nature of Repairs or Alterations(Answer when applicable) Y�l 7113 Date last inspected: Agreement: The undersigned agrees to ensure the construction and maintenance of the afore described on-site sewage disposal system in accordance with the provisions of Title 5 of the Environmental Code and not to place the system in operation until a Certificate of Compliance has been issued by this Board of Healt . Sign d Date 112 f Application Approved by Date Application Disapproved by Date for the following reasons Permit No. i�1 -3 �` S l Date Issued o� .. _ i ��%r. _ .... "" •- •`-.. ark,* ,�( ...r- _ , - \ x v4, � ' No. —� ' Fee F THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: ,Yes;' PUBLIC HEALTH DIVISION'-TOWN-OF BARNSTABLE, MASSACHUSETTS s �. M44 1 Z(pWiratiou for Disposal-6p'stein Construction permit Application for a Permit to Construct( ) Repair( ) Upgrade(PI/Abandon( ) ❑CompletlAystem ❑Individual Components ff Location Address or Lot No. 67 CAa.w.,W.& �Lt �-� Owner's Name,Address,and Tel.No. Assessor's Map/Parcel. Installer's Name,Address,and Tel.No. Qc,a n�. 25 ,, yDesigner's Name,Address,and Tel.No. Sig - �_ c7 TYpe of Building: �Q �� �a —93C /3"7v`Y' r e e? S 02- e�i Dwelling No.of Bedrooms .5'. / Lot Size Fo 3i 30 sq.ft. Garbag Grinder Other Type of Buildings , No.of Persons Showers( ) Cafeteria( ) Other Fixtures 1"7-'t f�#/ il wk e Design Flow(min.required) �i✓�- .S70 gpd Design flow provided o7 gpd J I L� Q Un Plan Date O© Cf Number of sheets O I Revision Date ��" JG, ,gyp/� �(�G - Title 5,4-5 -e *e, � 9t�,� :2 s, ::o ver< T' r Size of Septic Tank /spy Type of S.A.S. /%%/6 _ t -Description of Soil (_ � ��_ g , 3 � a1 4 Ile _. Nature of Repairs or Alterations(Answer when applicable) l(Jf -71,) 1 Date last inspected: j ~ Agreement: t 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 Healt . Sign d --'� Date ��yyrV, l� Application Approved by Date cJcj Application Disapproved by Date for the following reasons f . Permit No. Q 3 7 Date Issued c --------------- THE COMMONWEALTH OF MASSACHUSETTS BARNSTABLE,MASSACHUSETTS C ` ertifirate of Compliance THIS IS TO CERTIFY,that the On-site SewageDisposal_system Constructed( ) Repaired( ) Upgraded(� Abandoned( )by at 6 7 has been constrruucctted in accordance with the provisions of Title 5 and the for Disposal System Construction Permit No.'---/3 5 7dated nk Aq0tb Installer �Qy _ Designer #bedrooms Approved design flow gpd The issu n e of this permit shall not be construed ras�a guarantee '�that the syste ill7-- cu,on as designed. Date 1 1� GPM( �1i1�fN► 1 / Ytr�yl�,Jn ectoryJl � tl No. O � —� 5 7 Fee THE COMMONWEALTH OF�MASSACHUSETTS PUBLIC HEALTH DIVISION. BARNSTABLE, MASSACHUSETTS iBtIDSaYpstetn>�DnBtrULtiDn Permit Permission is hereby granted to Construct( ) Repair( ) Upgrade(111� Abandon( ) System located at 7 � i and as described in the above Application for Disposal System Construction Permit. The applicant recognized his/her duty to comply with Title 5 and the following local provisions or special conditions. Provided:Construction must be corn leted within three years of the date of this p' ermit. Date / / Approv d'by ' I Or,EVE f71f .f; Watoril� Services Thomas F. Gefleli,Director BAPTISSAELJs, ' y i �S, Public Hea th DMM(on f6-9. Thomas MeKe< am, Director 200 Main Weet,HyimEds,!�`/gA.02601 Office: 508-862-4644 Fax: 508-740-6304 Tnstafler & Designeir Certification Form Date: 3 sewage 1permio aZ)/3-CLs _Assessor's M"Op\parcel D esiignnen e _1)�9 W N C AO�: ENG i NCEIWJ� Installer: =j_0 CLt MYtI.,N 57— . Address: YAawJ-J-IJM5- MA On ao � � � CSC V was issued a perrait to install a (date) (installer) OSTt�U�L� septic system at 62-7 CA u ov'L--r LA) based on a design drawn by (address) N O J lW1J Cam= G dated (� V' ?-�� '� (designer) V I certify that the septic system referenced above was installed substantially according to the design, which may include minor approved changes such as lateral relocation of the distribution box and/or septic tank. I cert&j that the septic system_ referenced above was installed with major changes (i.e. greater than 10' lateral relocation of the SAS or any vertical relocation of any component of the septic system) but in accordance with State & Local Regulations. Flan revision or c e( as-built by designer to follow. 3 q� SH OF J4� C:�>>NIE'.,d\. � p ns alle gna •e) • ��� ��o �6L`�a0 (Designer's Signature) (Affix Designer's Stamp Here) PLEASE RET-iMN TO BAjgsTejBLE PUBLIC HEALTH DIVISION. CERTIFICATE O'I' C i�Isa�"t'IIANCI `�T�E NOT BE ISSUED TP4TIzt, BOTH TIES NORM AND AS I$IFII�F CARD AME jj C;EMID j THE BAR ISTABLE PUBLIC HEALTH IAWISION. Tffi T04K YOU r TOWN OF BARNSTABLE C�,- �� -, A . * LOCATION Y ` SEWAGE# VILLAGE v;� ASS R'S &PARCEL INS TALLER'S NAME&PHONE NO. SEPTIC TANK CAPACITY � � I 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 300 feet of leaching facility) Feet I FURNISHED BY A. g Town of Barnstable P O 7 Department of Regulatory Services Public Health Division Date c2A /43- 200 Maim Street,Hyannis MA 02601 Date Scheduled a 13 Time '• Fee Pd. Soil Suitability Assessment for S e Disposal Performed%-. Witnessed E y, LOCATION&GENERAL,INFORMATION Locafi.Address 6 9 �(0 � -� Owner's Name 0'1 Address Assessor'sMap/Pamel: /,-// 17 Engineer'sNamee �p V.— I e NEW CONSTRUmON / REPAIR Telephone# (SOT�4 Land use l tT` P--) Slopes(%).0— Surfice stones /"Q'� Distances from: Open Water Body 1 D ft Possible Wet Area ft Dnaking Water Well� ft Drainage Way. 11A Properly Line R Other ft - SKETCH:(Street name,dimensions of lot,exact locations of test holes&pert tests,locate wetlands in proximity 10 holes) >� a qf'/0 IY,52- 32O�j S Paremmaraial(geologic) � Depth to Bedrock Depth to Groundwater.Standing Water in Hole: 8,3 Weeping from Pit Face ...-- Es'm d-Seasonal-FlighGrormdwarer--..—.. -- --- - -- DETERMINATION FOR SEASONAL HIGH WATER TABLE Methodused: yq_r�i/ Depth Observed standing in obs.hole: in. Depth to soul mottles. in. Depth to weeping from side of obs. le: in. Groundwater Adjustment ft. Index Well# 2 Readmg Date: f 1 hidex Well level T 1 S 4 Adj.factor I•�t Adj.Groundwater Level PERCOLATION TEST Date2AS10 lone,/600 Observation Hole# 5 Time at 9' 11 ' Depth of Pem 76, Time at 6^ Start Pre-soak Time @ 0 r V Time End Pro-soak Rareifiin./Ihch Site.Suitability Assessment Site Passed Site Failed Additional Testing Needed(YIN) /v - t 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:ISEPIICTERCFORM.DOC DEEP OBSERVATION HOLE LOG Hole# S Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders. % 3J-d3 CI CMS �, Y /� SS' 2U C2 L S 2 tSY �l� l2o-(y�{ 2SY'/3 DEEP OBSERVATION HOLE LOG Hole# Depth from Soil Horizon Soil Texture Soil Color Soil. ' Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders. ConsicMnry^/ mmr I) DEEP OBSERVATION HOLE LOG Hole# Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(is.) (USDA) (Mansell) Mottling (Strncbae,Stones,Boulders. Consistency_%Gravel) DEEP OBSERVATION HOLE LOG Hole# Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(io.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders Consistency.%Gravel) . Flood Insurance Rate Mao:Above 500 year flood boundary No X Yes Within500 year boundary No_ Yes Within 100 year flood boundary No_ Yes ✓_/ Death 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? y£S If not,what is the depth of naturally occurring pervious material? Certification I certify that on Z (date)I have passed the so:1 evaluator examination approved by the Department of Environmental Protection and that the above analysis was performed by me consistent with the required training,expertise and experience described in 310 CMR 15.017. Signature Date Z125-1� Q:1SElrI MERCFOxM.DOC Town of Barnstable P# Department of Regulatory Services nimirrAHLE ; Public Health Division Date MASS. 200 Main Street,Hyanuis MA 02601 • �pr fD �O* Date Scheduled i Time : tee d. Soil Suitability Assessment for Sewag , isposal� , Witnessed By.:t Performed By: . 01 LOCATION& GENERAL INFORMATION I Location Address q _ 4Q Owner's Name F 05tNIJID , Address �1 H/ 7 V Engineer's Name 'U U Assessor's Mz�p/Parcel: NEW CONSTRUCTION X REPAIR Telephone 11 I Land Use ( i17((� rp`1,�1�- Slopes(%) �J — to Surface Stones — Distances from: Open Water Body ��p ft Possible Wet Area ft Drinking Water Well ft pp e Drainage Way ft Property Line ft Other ft + SKETCH:(Street name,dimensions of lot,exact locations of test holes&pert tests,locate wetlands in proximity to holes) t V1. 71 P F r� --X rF as 10 Depth to Bedrock Parent mate;a.(gcalogic) Depth to Groundwater. Standing Water in Hole: Z (0® Weepilhg I'roin Pit Fltce Estimated Seasonal High Groundwater DETERMINATION TOR SEASONAL HIGH WATER TABLE Method Used: s t � ��'^ •_ ' Depth Observed standing in obs.hole: 1 �-� In. Depth to soil tnUttles: _ 'a--= ft. Depth to weeping from side of o s.hole: V, Adj.droun ht, OroundwuterA4justment— 2dwater Level 3- Index We1111 (Y lV*11 Reading Date: Index Well level +�w Adj.faetoY ,4 PERCOLATION TEST Dille Time l(9 OVA Observation l Time at 9" Hole# Time at G" Depth of Perc — -� Time{0.0) _ Start Pre-soak Time @ ----- End Pre-soak. t= == 1 Y q Rate Min./Inch . 5it�Failed: Additional Testing Needed(YIN) . Site Suitability Assessment: Site Passed g Observ'ation Hole DataTti Be Completed on Back----------- Original: Public Health Division ***If peacolation test is to be conducted within 100' of wetland,you must first notify tile. • at least one (1) week to beginning. Barnstable Conservation-Divisior: Q:�SEPTJaPERCf ORM.DOC DEEl ROBSERVATION HOLE LOU, Hole# Depth from Soil Horizon Soil Texture ,Sdil Color Soil Surface(in.) Other =� (USDA) (Munsell) Mottling (Structure,Stones;Boulders, Con istenc % ravel 3a " t l__s � a�try 41 DEEP OBSERVATION HOLE LOG 'Hole# �Depth from Soil Horizon Soil Texture Surface(in.) Soil Color Soil Other (USDA) (Munsell) Mottling (Structure,Stones,Boulders. Consis enc %Gra el (0 \4" t DEEP OBSERVATION HOLE LOG ,Hole# - Depth from Soil Horizon Soil Texture Surface(in.) Soil Color Soil Other (USDA) (Munsell) Mottling (Structure,Stones,Boulders. Co iste c 9'Oravel 1p DEEP OBSERVATION HOLE LOG Hole# Depth'frorri Soil Horizon Soil Texture ' Surface(in.) Soil Color Soil Other (USDA) (Munsell) Mottling (Structure,StoneS;Boulders, Consi tency,c 4t.�lti ��✓ 97 • 5 Flood Insurance Rate Map: Above 500 year flood boundary No Yes 'within 500 year boundary No Yes . Within 100 year flood boundary No V Yes Depth of Naturally OccurrinQ Pervious Material Does at least four feet of naturally occurring pervious 91fiterial 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? r Y 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 training,expertise and experience described in 310 CMR 15.017. Signature Date Q:ISBPTICVERCFORM.DOC � L Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form -Not for Voluntary Assessments 67 Caillouet Lane *Main House System* Property Address Michael Folk Owner Owner's Name information is Osterville MA 02655 September 26, 2008 required for State Zip Code Date of Inspection every page. Cityrrown inspection results must be submitted on this form. Inspection forms may not be altered in any way. Important: A. General Information When filling out I �-t' 1z l forms on the 99 computer,use 1. Inspector: only the tab key to move your Patrick M. O'Connell cursor-do not Name of Inspector r use the return key. Septic Inspection Services Co. Company Name rg 189 Cammett Road Company Address MA 02648 Marstons Mills Zip code nmm City(Town State 508-428-1779 License Number Telephone Number Lu B. Certification certify that I have personally inspected the sewage disposal system at this address and that the information reported below is true, accurate and complete as of the time of the inspection. The inspection was performed based on my training and experience in the proper function and maintenance of on site sewage disposal systems. I am a DEP approved system inspector pursuant to Section 15.340 of Title 5(310 CMR 15.000). The system: R' ® Passes ❑ Conditionally Passes ❑ Fails .; ❑ Needs Further Evaluation by the Local Approving Authority — rj c gq a September 26, 2008 In ector's Signature Date The system inspector shall submit a copy of this inspection report to the Appr ing Authority :oard of Health or DEP)within 30 days of completing this inspection. If the system i :a shared system or has a design flow of 10,000 gpd or greater, the inspector and the system owner shall submit the report to the appropriate regional office of the DEP. The original should be sent to the system owner and copies sent to the buyer, if applicable, and the approving authority. ****This report only describes conditions at the time of inspection and under the conditions of use at that time.This inspection does not address how the system will perform in the future under the same or different conditions of use. Title 5 Official Inspection Form.Subsurface Sewage Disposal System•Page 1 of 15 08-259 Folk.doc•08106. i ' 1 Commonwealth of Massachusetts Title 5 official Inspection Form Form - Not for Voluntary Assessments Subsurface Sewage Disposal System ww 67 Caillouet Lane *Main House System* Property Address Michael Folk Owner Owner's Name State Zip Inspection information is NIA 02655 September 26, 2008 required for OStervllle Date of Ins Cit /Town Code p every page. y B. Certification (cont.) Inspection Summary: Check A,B,C,D or E/always complete all of Section D A) System Passes: ® I have not found any information which indicates that any of the failure criteria described in 310 CM 15.303 or in 310 CM 15.304 exist. Any failure criteria not evaluated are indicated below. Comments: Tank Is not In need of pumping at this time leaching field shows no signs of saturation or surcharge. B) System Conditionally Passes: ❑ One or more system components as described in the"Conditional Pass" section need to be replaced or repaired. The system, upon completion of the replacement or repair, as approved by the Board of Health,will pass. Answer yes, no or not determined (Y, N, ND) in the❑ for the following statements. If"not determined, please explain. ❑ The septic tank is metal and over 20 years old* or the septic tank (whether metal or not) is structurally unsound, exhibits substantial infiltration or exfiltration or tank failure is imminent. System will pass inspection if the existing tank is replaced with a complying septic tank as approved by the Board of Health. *A metal septic tank will pass inspection if it is structurally sound, not'leaking and if 6 Certificate of Compliance indicating that the tank is less than 20 years old is available. ND Explain: ❑ Observation of sewage backup or break out or high static water level distribution box. System due to broken or obstructed pipe(s) or due to a broken, settled o pass inspection if(with approval of Board of Health): ❑ broken pipe(s) are replaced ❑ obstruction is removed Title 5 official Inspection Form:Subsurface Sewage Disposal system-Page 2 of 15 08-259 Folk.doc•08/06 Commonwealth of Massachusetts Title 5 Official Inspection Form _ a Subsurface Sewage Disposal System Form -Not for Voluntary Assessments 67 Caillouet Lane "Main House System* I� Property Address Michael Folk Owner Owner's Name information is Osterville MA 02655 September 26, 2008 required for State Zip Code Date of Inspection every page. Cityrrown B. Certification (cont.) B) System Conditionally Passes (cont.): ❑ distribution box is leveled or replaced ND Explain: ❑ The system required pumping more than 4 times a year due to broken or obstructed pipe(s). The system will pass inspection if(with approval of the Board of Health): ❑ broken pipe(s) are replaced ❑ obstruction is removed ND Explain: C) Further Evaluation is Required by the Board of Health: ❑ Conditions exist which require further evaluation by the Board of Health in order to determine if the system is failing to protect public health, safety or the environment. 1. System will pass unless Board of Health determines in accordance with 310 CMR, 15.303(1)(b)that the system is not functioning in a manner which will protect public health; safety and the environment: ❑ Cesspool or privy is within 50 feet of a surface water ❑ Cesspool or privy is within 50 feet of a bordering vegetated wetland or a salt marsh 2. System will fail unless the Board of Health (and Public Water Supplier, if any) determines that the system is functioning in a manner that protects the public health, safety and environment: ❑ The system has a septic tank and soil absorption system (SAS) and the SAS is within 100 feet of a surface water supply or tributary to a surface water supply. ❑ The system has a septic tank and SAS and the SAS is within a Zone 1 of a public water supply. ❑ The system has a septic tank and SAS and the SAS is within 50 feet of a private water supply well. Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 3 of 15 08-259 Folk.doc•08106. Commonwealth of Massachusetts Title 5 Official Inspection Form s Subsurface Sewage Disposal System Form Not for Voluntary Assessments �M 67 Caillouet Lane *Main House System* Property Address Michael Folk Owner Owner's Name information is Osterville MA 02655 September 26, 2008 required for State Zip Code Date of Inspection every page. City/Town B. Certification (cont.) C) Further Evaluation is Required by the Board of Health (cont.): ❑ The system has a septic tank and SAS and the SAS is less than 100 feet but 50 feet or more-from a prnrate water supply well**. Method used to determine distance: **This system passes if the well water analysis, performed at a DEP certified laboratory, for coliform bacteria indicates absent and the presence of ammonia nitrogen and nitrate nitrogen is equal to or less than 5 ppm, provided that no other failure criteria are triggered. A copy of the analysis must be attached to this form. 3. Other: D) System Failure Criteria Applicable to All Systems: You must indicate "Yes" or"No" to each of the following for all inspections: Yes No El ® Backup of sewage into facility or system component due to overloaded or clogged SAS or cesspool El ® Discharge or ponding of effluent to the surface of the ground or surface waters due to an overloaded or clogged SAS or cesspool ❑ ® Static liquid level in the distribution box above outlet invert due town overloaded or clogged SAS or cesspool El ® Liquid depth in cesspool is less than 6" below invert or available volume is less than_day flow ❑ ® Required,pumping more than 4 times in the last year NOT due to clogged or obstructed pipe(s). Number of times pumped: ❑ ® Any portion of the SAS, cesspool or privy is below high ground water elevation. El ® Any portion of cesspool or privy is within 100 feet of a surface water supply or tributary Ito a surface water supply. 08-259 Folk.doc•08/06 Title 5 Official Inspection Form:Subsurface Sewage Disposal system•Page 4 of 15 Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form - Not for Voluntary Assessments M 67 Caillouet Lane "Main House System" Property Address Michael Folk Owner Owner's Name information is Ostervill!e MA 02655 September 26, 2008 required for State Zip Code Date of Inspection every page. Cityfrown B. Certification (cont.) D) System Failure Criteria Applicable to All Systems(cont.): Yes No ❑ ® Any portion of a cesspool or privy is within a Zone 1 of a public well. ❑ ® Any portion of a cesspool or privy is within 50 feet of a private water supply well. ❑ ® Any portion of a cesspool or privy is less than 100 feet but greater than 50 feet from a private water supply well with no acceptable water quality analysis. [This system passes if the well water analysis, performed at a DEP certified laboratory,for fecal coliform bacteria indicates absent and the presence of ammonia nitrogen and nitrate nitrogen is equal to or less than 5 ppm, . provided that no other failure criteria are triggered. A copy of the analysis and chain of custody must be attached to this form.] ❑ ® The system is a cesspool serving a facility with a design flow of 2000gpd- 10,000gpd. ❑ ® The system fails. I have determined that one or more of the above failure criteria exist as described in 310 CM 15.303, therefore the system fails. The system owner should contact the Board of Health to determine what will be necessary to correct the failure. E) Large Systems: To be considered a large system the system must serve a facility with a design flow of 10,000 gpd to 15,000 gpd. For large systems,you must indicate either"yes"or"no" to each of the following, in addition to the questions in Section D. Yes No ❑ ❑ the system is within 400 feet of a surface drinking water supply El ❑ the system is within 200 feet of a tributary to a surface drinking water supply ❑ ❑ the system is located in a nitrogen sensitive area (Interim Wellhead Protection Area-IWPA) or a mapped Zone II of a public water supply well If you have answered "yes"to any question in Section E the system is considered a significant threat, or answered "yes" in Section D above the large system has failed. The owner or operator of any large system considered a significant threat under Section E or failed under Section D shall upgrade the system in accordance with 310 CMR 15.304. The system owner should contact the appropriate regional office of the Department. 08-259 Folk.doc•08/06 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 5 of 15 Commonwealth of Massachusetts = Title 5 Official Inspection Form o Subsurface Sewage Disposal System Form - Not for Voluntary Assessments 67 Caillouet Lane *Main House System* Property Address Michael Folk Owner Owner's Name information is Osterville MA 02655 September 26, 2008 required for every page. City/Town State Zip Code Date of Inspection C. Checklist Check if the following have been done. You must indicate"yes" or"no" as to each of the following: Yes No ❑ ® Pumping information was provided by the owner, occupant, or Board of Health ❑ ® Were any of the system components pumped out in the previous two weeks? ❑ ® Has the system received normal flows in the previous two week period? El ® Have large volumes of water been introduced to the system recently or as part of this inspection? ® ❑ Were as built plans of the system obtained and examined? (If they were not available note as N/A) ® ❑ Was the facility or dwelling inspected for signs of sewage back up? ® ❑ Was the site inspected for signs of break out? ® ❑ Were all system components, excluding the SAS, located on site? ® ❑ Were the septic tank manholes uncovered, opened, and the interior of the tank inspected for the condition of the baffles or tees, material of construction, dimensions, depth of liquid, depth of sludge and depth of scum? ® ❑ Was the facility owner(and occupants if different from owner) provided with information on the proper maintenance of subsurface sewage disposal systems? The size and location of the Soil Absorption System (SAS) on the site has been determined based on: ® ❑ Existing information. For example, a plan at the Board of Health. ® ❑ Determined in the field (if any of the failure criteria related to Part C is at issue approximation of distance is unacceptable) [310 CMR 15.302(5)] 08-259 Folk.doc•08106 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 6 of 15 Commonwealth of Massachusetts u ro Title 5 Official Inspection Form Subsurface Sewage Disposal System Form - Not for Voluntary Assessments ,M 67 Caillouet Lane *Main House System Property Address Michael Folk Owner Owner's Name information is Osterville MA 02655 September 26, 2008 required for every page. City/Town State Zip Code Date of Inspection D. System Information Residential Flow Conditions: Number of bedrooms (design): 2 Number of bedrooms (actual): 2 DESIGN flow based on 310 CMR 15.203 (for example: 110 gpd x#of bedrooms): 220 0 Number of current residents: Does residence have a garbage grinder? ® Yes ❑ No Is laundry on a separate sewage system?[if yes separate'inspection required] ❑'Yes ® No Laundry system inspected? ❑ Yes ❑ No Seasonal use? ❑ Yes ® No N/A sprinkler Water meter readings, if available(Last 2 years usage (gpd)): system. Sump pump? ❑ Yes ® No Two weeks prior Last date of occupancy: to inspection. Commercial/Industrial Flow Conditions: i Type of Establishment: Design flow(based on 310 MR, 15.203): Gallons.per day(gpd) Basis of design flow (seats/persons/sq:ft., etc.): Grease trap present? ❑ Yes ❑ No Industrial waste holding tank present? ❑ Yes ❑ No Non-sanitary waste discharged to the Title 5 system? ❑ Yes ❑ No Water meter readings, if available: Last date of occupancy/use: Date Other(describe): - 08-259 Folk.doc•08/06 Title 5 Official Inspection Form Subsurface Sewage Disposal System•Page 7 of 15 Commonwealth of Massachusetts u Title 5 Official Inspection Form Subsurface Sewage Disposal System Form - Not for Voluntary Assessments 67 Caillouet Lane `Main House System'` Property Address Michael Folk Owner Owner's Name information is Osterville MA 02655 September 26, 2008 required for every page. City/Town State Zip Code Date of Inspection D. System Information (cont.) General Information Pumping Records: Source of information: None Was system pumped as part of the inspection? ❑ Yes ® No If yes, volume pumped: gallons How was quantity pumped determined? 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) ❑ Innovative/Alternative technology.-Attach a copy of the current operation and maintenance contract(to be obtained from system owner) ❑ Tight tank. Attach a copy of the DEP approval. ❑ Other(describe): Approximate age of all components, date installed (if known) and source of information: Compliance date: 8/18/81 Were sewage odors detected when arriving at the site? ❑ Yes ® No 08-259 Folk.doc-08106 Title 5 Official Inspection Form:Subsurface Sewage Disposal System-Page 8 of 15 Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form - Not for Voluntary Assessments M 67 Caillouet Lane `Main House System" Property Address Michael Folk Owner Owner's Name information is required for Osterville MA 02655 September 26, 2008 every page. Cityrrown State Zip Code Date of Inspection D. System Information (cont.) Building Sewer(locate on site plan): 1' Depth below grade: feet Material of construction: ❑ cast iron ® 40 PVC ❑ other(explain): Distance from private water supply well or suction line: feet Comments (on condition of joints, venting, evidence of leakage, etc.): Septic Tank(locate on site plan): 1' Depth below grade: feet Material of construction: ® concrete ❑ metal ❑ fiberglass ❑ polyethylene ❑ other(explain) If tank is metal, list age: years Is age confirmed by a Certificate of Compliance? (attach a copy of certificate) ❑ Yes ❑ No ----------------------------------- -------------------------------------------------------------------------------------- 8.5' long x 5.2'wide- 1000 gal. Dimensions: 6" Sludge depth: Distance from top of sludge to bottom of outlet tee or baffle 24 2" Scum thickness Distance from top of scum to top of outlet tee or baffle 6" Distance from bottom of scum to bottom of outlet tee or baffle 12 Measured How were dimensions determined? 08-259 Folk.doc•08106 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 9 of 15 Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form -Not for Voluntary Assessments M 67 Caillouet Lane *Main House System* Property Address Michael Folk Owner Owner's Name information is required for Osterville MA 02655 September 26, 2008 every page. Cityffown State Zip Code Date of Inspection D. System Information (cont.) Comments (on pumping recommendations, inlet and outlet tee or baffle condition, structural integrity, liquid levels as related to outlet invert, evidence of leakage, etc.): Liquid level at bottom of outlet invert, tees intact and clear. Tank is not in need of pumping at this time. Recommend annual pumping with use of disposal. Grease Trap (locate on site plan): Depth below grade: feet Material of construction: ❑ concrete ❑ metal ❑ fiberglass ❑ polyethylene ❑ other(explain): Dimensions: Scum thickness Distance from top of scum to top of outlet tee or baffle Distance from bottom of scum to bottom of outlet tee or baffle Date of last pumping: Date Comments (on pumping recommendations, inlet and outlet tee or baffle condition, structural integrity, . liquid level's as related to outlet invert, evidence of leakage, etc.): Tight or Holding Tank (tank must be pumped at time of inspection) (locate on site plan): Depth below grade: Material of construction: ❑ concrete ❑ metal ❑ fiberglass ❑ polyethylene ❑ other(explain): 08-259 Folk.doc-08/06 Title 5 Official Inspection Form:Subsurface Sewage Disposal System-Page 10 of 15 Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form - Not for Voluntary Assessments 67 Caillouet Lane "'Main House System" Property Address Michael Folk Owner Owner's Name information is required for Osterville MA 02655 September 26, 2008 every page. Cityrrown State Zip Code Date of Inspection D. System Information (cont.) Tight or Holding Tank (cont.) Dimensions: Capacity: gallons Design Flow: gallons per day Alarm present: ❑ Yes ❑ No Alarm level: Alarm in working order: ❑ Yes ❑ No Date of last pumping: Date Comments (condition of alarm and float switches,etc.): Attach copy of current pumping contract(required). Is copy attached? ❑ Yes ❑ No Distribution Box (if present must be opened) (locate on site plan): Depth of liquid level above outlet invert 0" Comments(note if box is level and distribution to outlets equal, any evidence of solids carryover, any evidence of leakage into or out of box, etc.): No solids or high stains present Pump Chamber(locate on site plan): Pumps in working order: ❑ Yes ❑ No Alarms in working order: ❑ Yes ❑ No 08-259 Folk.doc-08106 Title 5 official Inspection Form:Subsurface Sewage Disposal System-Page 11 of 15 Commonwealth of Massachusetts H Title 5 Official Inspection Form Subsurface Sewage Disposal System Form - Not for Voluntary Assessments wM 67 Caillouet Lane "Main House System` Property Address Michael Folk Owner Owner's Name information is required for Osterville MA 02655 September 26, 2008 every page. Cityrrown State Zip Code Date of Inspection D. System Information (cont.) Comments (note condition of pump chamber, condition of pumps and appurtenances, etc.): Soil Absorption System (SAS) (locate on site plan, excavation not required): If SAS not located, explain why: Type: ❑ leaching pits number: ❑ leaching chambers number: ❑ leaching galleries number: ❑ leaching trenches number, length: ® leaching fields number, dimensions: One 12x50 field. ❑ overflow cesspool number: ❑ innovative/alternative system Type/name of technology: Comments (note condition of soil, signs of hydraulic failure, level of ponding, damp soil, condition of vegetation, etc.): Stone&soils were probed, no signs of saturation were found. 08-259 Folk.doc•08/06 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 12 of 15 Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form - Not for Voluntary Assessments M0167 Caillouet Lane "Main House System` Property Address Michael Folk Owner Owner's Name information is p required for Osterville MA 02655 September 26, 2008 every page. Cityrrown State Zip Code Date of Inspection D. System Information (cont.) Cesspools (cesspool must be pumped as part of inspection) (locate on site plan): Number and configuration Depth—top of liquid to inlet invert Depth of solids layer Depth of scum layer Dimensions of cesspool Materials of construction Indication of groundwater inflow ❑ Yes ❑ No Comments (note condition of soil, signs of hydraulic failure, level of ponding, condition of vegetation, etc.): Privy (locate on site plan): Materials of construction: Dimensions Depth of solids Comments (note condition of soil, signs of hydraulic failure, level of ponding, condition of vegetation, etc.): 08-259 Folk.doc•08/06 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 13 of 15 ' Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form - Not for Voluntary Assessments k„ •'' 67 Caillouet Lane *Main Housestem* Property Address Michael Folk OwnerOwner's Name —._-- ----------------'-----_---...____----�--- ------------------ information is required for Osterville MA _02655 September 26, 2008 every page. CityTrown State Zip Code Date of Inspection D. System Information (cont.) Sketch Of Sewage Disposal System: Provide a sketch of the sewage disposal system including ties to at least two permanent reference landmarks or benchmarks. Locate all wells within 100 feet. Locate where public water supply enters the building. r ,•J, r r r r r r !• r �r \ \ \ , \ \ , \ , , , \ , , \ , \ , .. . \ •. \ , \ . , , , Garage System J / J / / / / / r J / :• r r r /�; r r r J r J f /�r hJ i 46 \ ♦ \ \ \ \ \law' \ , \ ♦ \ , , GG�� rj+S`C} 1 G \ ♦ ♦ \ \ \ \ \ \ ♦ ♦ \ , ♦ \ \ , ♦ , , V 25 h�- Y t 16 rIV Main House }` System 24 5 t 24 Y 7 ,r r Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form - Not for Voluntary Assessments wM 67 Caillouet Lane `Main House System* Property Address Michael Folk Owner Owner's Name information is Osterville MA 02655 September 26, 2008 required for p 'i every page. Cityrrown State Zip Code Date of Inspection D. System Information (cont.) Site Exam: ® Check Slope Surface water ® Check cellar ® Shallow wells Estimated depth to ground water: 6-8 feet Please indicate all methods used to determine the high ground water elevation: ❑ Obtained from system design plans on record If checked, date of design plan reviewed: Date ® Observed site (abutting property/observation hole within 150 feet of SAS) ❑ Checked with local Board of Health -explain: ❑ Checked with local excavators, installers- (attach documentation) ❑ Accessed USGS database-explain: You must describe how you established the high ground water elevation: Leaching field is 6-8' higher than marsh abutting property. 08-259 Folk.doc•08106 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 15 of 15 . � Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form - Not for Voluntary Assessments 67 Caillouet Lane *Garage System` Property Address Michael Folk Owner Owner's Name information is Osterville MA 02655 September 26, 2008 required for State Zip Code Date of Inspection every page. City/town Inspection results.must be submitted on this form. Inspection forms may not be altered in any way. Important: A. General Information When filling out forms on the computer,use 1. Inspector: only the tab key to move your Patrick M. O'Connell cursor-do not Name of Inspector use the return key. Septic Inspection Services Co. Company Name 189 Cammett Road Company Address Marstons Mills MA 02648 Mull City/Town State Zip Code 508-428-1779 SI 12855 Telephone Number License Number B. Certification I certify that I have personally inspected the sewage disposal system at this address and that the information reported below is true, accurate and complete as of the time of the inspection. The inspection was performed based on my training and experience in the proper function and maintenance o_fn sife; sewage disposal systems. 1 am a DEP approved system inspector pursuant to Section 15.340 of_:'y Title 5(310 CMR 15.000). The system: ED r ® Passes ❑ Conditionally Passes ElFails;;,; o =r . rb ❑ Needs Further Evaluation by the Local Approving Authority September 26, 2008 Ins ctor's Signature Date The system inspector shall submit a copy of this inspection report to the Approving Authority(Board of Health or DEP)within 30 days of completing this inspection. If the system is a shared system or has a design flow of 10,000 gpd or greater, the inspector and the system owner shall submit the report to the appropriate regional office of the DEP. The original should be sent to the system owner and copies sent to the buyer, if applicable, and the approving authority. ****This report only describes conditions at the time of inspection and under the conditions of use at that time.This inspection does not address how the system will perform in the future under the same or different conditions of use. n (AI 08-259 Folk G.doc-08106 Title 5 Official Inspection Form:Subsurface sew ag Disposal System•Page 1 of 15 Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form - Not for Voluntary Assessments M 67 Caillouet Lane *Garage System* Property Address Michael Folk Owner Owner's Name information is Osteryille MA 02655 September 26 2008 required for State Zip Code Date of Inspection every page. Cityrrown B. Certification (cont.) Inspection Summary: Check A,B,C,D or E/always complete all of Section D A) System Passes: �j 1 have not found any informatidn which Indicates that.any of the.failure criteria described in 310 CMR 15.303 or in 310'CMR 15.304 exist. Any'failure criteria not evaluated are indicated below. Comments: Tank is not in need of pumping at this time leaching field shows no signs of saturation or surcharge. B) System Conditionally Passes: ❑ One or more system components as described in the"Conditional Pass" section need to be replaced or repaired. The system, upon completion of the replacement or repair, as approved by the Board of Health, will pass. Answer yes, no or not determined (Y, N, ND) in the❑ for the following statements. If"not determined," please explain. ❑ The septic tank is metal and over 20 years old* or the septic tank (whether metal or not) is structurally unsound, exhibits substantial infiltration or exfiltration or tank failure is imminent. System will pass inspection if the existing tank is replaced with a complying septic tank as approved by the Board of Health. *A metal septic tank will pass inspection if it is structurally sound,.not leaking and if a Certificate of Compliance indicating that.the tank is less than 20 years old is available. ND Explain: ❑ Observation of sewage backup or break out or high static water level in the distribution box due to broken or obstructed pipe(s) or due to a broken, settled or uneven distribution box. System will pass inspection if(with approval of Board of Health): ❑ broken pipe(s) are replaced ❑ obstruction is removed 08-259 Folk G.doc•08106 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 2 of 15 Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form - Not for Voluntary Assessments 67 Caillouet Lane 'Garage System` Property Address Michael Folk Owner Owner's Name information is Osterville MA 02655 September 26, 2008 required for every page. Cityrrown State Zip Code Date of Inspection B. Certification (cont.) B) System Conditionally Passes (cont.): ❑ distribution box is leveled or replaced ND Explain: ❑ The system required pumping more than 4 times a year due to broken or obstructed pipe(s). The system will pass inspection if(with approval of the Board of Health): ❑ broken pipe(s) are replaced ❑ obstruction is removed ND Explain: C) Further Evaluation is Required by the Board of Health: ❑ Conditions exist which require further evaluation by the Board of Health in order to determine if the system is failing to protect public health, safety or the environment. 1. System will pass unless Board of Health determines in accordance with 310 CMR 15.303(1)(b)that the system is not functioning.in .a manner which will protect public health, safety and the environment: ❑ Cesspool or privy is within 50 feet of a surface water ❑ Cesspool or privy is within 50 feet of a bordering vegetated wetland or a salt marsh 2. System will fail unless the Board of Health (and Public Water Supplier, if any) determines that the system is functioning in a manner that protects the public health, safety and environment: ❑ The system has a septic tank and soil absorption system (SAS) and the SAS is within 100 feet of a surface water supply or tributary to a surface water supply. ❑ The system has a septic tank and SAS and the SAS is within a Zone 1 of a public water supply. ❑ The system has a septic tank and SAS and the SAS is within 50 feet of a private water supply well. 08-259 Folk G.doc•08106 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 3 of 15 Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form - Not for Voluntary Assessments wM 67 Caillouet Lane *Garage System* Property Address Michael Folk Owner Owner's Name information is required for Osterville MA 02655 September 26, 2008 every page. Cityrrown State Zip Code Date of Inspection B. Certification (cont.) C) Further Evaluation is Required by the Board of Health (cont.): ❑ The system has a septic tank and SAS and the SAS is less than 100 feet but 50 feet or more from a private water supply well**. Method used to determine distance: ** This system passes if the well water analysis, performed at a DEP certified laboratory, for coliform bacteria indicates absent and the presence of ammonia nitrogen and nitrate nitrogen is equal to or less than 5 ppm, provided that no other failure criteria are triggered. A copy of the analysis must be attached to this form. 3. Other: D) System Failure Criteria Applicable to All Systems: You must indicate "Yes" or"No"to each of the following for all inspections: Yes No ❑ ® Backup of sewage into facility or system component due to overloaded or clogged SAS or cesspool ❑ ® Discharge or ponding of effluent to the surface of the ground or surface waters due to an overloaded or clogged SAS or cesspool ❑ ® Static liquid level in the distribution box above outlet invert due to an overloaded or clogged SAS or cesspool ❑ ® Liquid depth in cesspool is less than 6"'below invert or available volume is less than_day flow El ® Required pumping more than 4 times in the last year NOT due to clogged or obstructed pipe(s). Number of times pumped: ❑ ® Any portion of the SAS, cesspool or privy is below high ground water elevation. ❑ ® Any portion of cesspool or privy is within 100 feet of a surface water supply or tributary to a surface water supply. 08-259 Folk G.doc•08106 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 4 of 15 Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form - Not for Voluntary Assessments 67 Caillouet Lane *Garage System* Property Address Michael Folk Owner Owner's Name information is required for Osterville MA 02655 September 26, 2008 every page. City/Town State Zip Code Date of Inspection B. Certification (cont.) D) System Failure Criteria Applicable to All Systems (cont.): Yes No ❑ 0 Any portion of a�cesspool or privy is within a Zone I, of a public well. ❑ ® Any portion of a cesspool or privy is within 50 feet of a private water supply well. ❑ ® Any portion of a cesspool or privy is less than 100 feet but greater than 50 feet from a private water supply well with no acceptable water quality analysis. [This I system passes if the well water analysis, performed at a DEP certified laboratory,for fecal coliform bacteria indicates absent and the presence of ammonia nitrogen and nitrate nitrogen is equal to or-less than 5 ppm, provided that no other failure criteria are triggered. A copy of the analysis and chain of custody must be attached to this form.] t ❑ ® The system is a cesspool serving a facility with a design flow of 2000gpd- 10,000gpd. ; ❑ ® The system fails. I have determined that one or more of the above failure criteria exist as described in 310 CMR 15.303, therefore the system fails. The system owner should contact the Board of Health to determine what will be necessary to correct the failure. E) Large Systems: To be considered a large system the system must serve a facility with a design flow of 10,000 gpd to 15,000 gpd. For large systems, you must indicate either"yes"or"no" to each of the following, in addition to the questions in Secbon D. I Yes No t ❑ ❑ the system is within 400 feet of a surface drinking water supply I ❑ ❑ the system is within 200 feet of a tributary to a surface drinking water supply El ❑ the system is located in a nitrogen sensitive area (Interim Wellhead Protection Area—1WPA)or a mapped Zone II of a public water supply well f If you have answered "yes" to any question in Section E the system is considered a significant threat, or answered "yes" in Section D above the large system has failed. The owner or operator of any large system considered a significant threat under Section E or failed under Section D shall upgrade the i system in accordance with 310 CMR 15.304. The system owner should contact the appropriate regional office of the Department. a 08-259 Folk G.doc-08/06 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 5 of 15 Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form -Not for Voluntary Assessments 67 Caillouet Lane `Garage System` Property Address Michael Folk Owner Owner's Name information is Osterville MA 02655 September 26, 2008 required for every page. City/Town State Zip Code Date of Inspection C. Checklist Check if the following have been done. You must indicate"yes" or"no" as to each of the following: Yes No ❑ ® Pumping information was provided by the owner; occupant, or:Board of Health ❑ ® Were any of the system components pumped out in the previous two weeks? ❑ ® Has the system received normal flows in the previous two week period? ❑ ® Have large volumes of water been introduced to the system recently or as part of this inspection? ❑ ® Were as built plans of the system obtained and examined? (If they were not available note as N/A) ® ❑ Was the facility or dwelling inspected for signs of sewage back up? ® ❑ Was the site inspected for signs of break out? ® ❑ Were all system components, excluding the SAS, located on site? ® ❑ Were the septic tank manholes uncovered, opened, and the interior of the tank inspected for the condition of the baffles or tees, material of construction, dimensions, depth of liquid, depth of sludge and depth of scum? Was the facility owner(and occupants if different from owner) provided with ® El information on the proper maintenance of subsurface sewage disposal systems? The size and location of the Soil Absorption System (SAS)on the site has been determined based on: ❑ ® Existing information. For example, a plan at the Board of Health. ❑ ® Determined in the field (if any of the failure criteria related to Part C is at issue approximation of distance is unacceptable) [310 CMR 15.302(5)] 08-259 Folk G.doc-08/06 Title 5 Official Inspection Form Subsurface Sewage Disposal System•Page 6 of 15 Commonwealth of Massachusetts Title 5 Official Inspection Form o Subsurface Sewage Disposal System Form - Not for Voluntary Assessments 67 Caillouet Lane *Garage System' Property Address Michael Folk Owner Owner's Name information is Osterville MA 02655 September 26, 2008 required for every page. CitylTown State Zip Code Date of Inspection D. System Information Residential Flow Conditions: Number of bedrooms (design): 2 Number of bedrooms (actual): 2 .DESIGN flow based on 310 GMR 15.203,(for example: 110 gpd x,#.of bedrooms): 220 0 Number of current residents: Does residence have a garbage grinder? ® .Yes ❑ No Is laundry on a separate sewage system? [if yes separate inspection required] ❑ Yes ® No Laundry system inspected? ❑ Yes ❑ No Seasonal use? ❑ Yes ® No N/A sprinkler Water meter readings, if available(last 2 years usage (gpd)): system. Sump pump? ❑ Yes ® No Two weeks prior -Last date of occupancy: to inspection. Commercial/industrial Flow Conditions: Type of Establishment: Design flow(based on 310 CMR 15.203): Gallons per day(gpd) Basis of design flow (seats/persons/sq.ft., etc.): Grease trap present? ❑ Yes ❑ No Industrial waste holding tank present? ❑ Yes ❑ No Non-sanitary waste discharged to the Title 5 system? ❑ Yes ❑ No Water meter readings, if available: Last date of occupancy/use: Date Other(describe): 08-259 Folk G.doc•08106 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 7 of 15 Commonwealth of Massachusetts W Title 5 Official Inspection Form Subsurface Sewage Disposal System Form - Not for Voluntary Assessments 67 Caillouet Lane *Garage System* Property Address Michael Folk Owner Owner's Name information is Osterville MA 02655 September 26, 2008 required for every page. Cityrrown State, Zip Code Date of Inspection D. System Information (cont.) General Information Pumping Records: Source of information: None Was system pumped as part of the inspection? ❑ Yes ® No If yes, volume pumped: gallons ' How was quantity pumped determined? 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) ❑ Innovative/Alternative technology. Attach a copy of the current operation and maintenance contract(to be obtained from system owner) ❑ Tight tank. Attach a copy of the DEP approval. ❑ Other(describe): Approximate age of all components, date installed (if known) and source of information: 1970's Were sewage odors detected when arriving at the site? ❑ Yes ® No 08-259 Folk G.doc-08/06 Title 5 Official Inspection Form:Subsurface Sewage Disposal System-Page 8 of 15 Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form - Not for Voluntary Assessments 67 Caillouet Lane *Garage System* Property Address Michael Folk Owner Owner's Name information is Osterville MA 02655 September 26 2008 required for of Inspection Zip Code Date Cit !town State P P every page. Y I D. System Information (cont.) Building Sewer(locate on site plan): 1' Depth below grade: feet Material.of construction: ® cast iron ❑ 40 PVC ❑ other(explain): Distance from private water supply well or suction line: feet Comments (on condition of joints, venting, evidence of leakage, etc.): Septic Tank(locate on site plan): 1' Depth below grade: feet Material of construction: ® concrete ❑ metal ❑ fiberglass ❑ polyethylene ❑ other(explain) If tank is metal, list age: years Is age confirmed by a Certificate of Compliance? (attach a copy of certificate) ❑ Yes ❑ No --------------------------------------------------------------------------------------------------------------------- 8.5' long x 5.2'wide- 1000 gal. Dimensions: 6" Sludge depth: 24" Distance from top of sludge to bottom of outlet tee or baffle 01. Scum thickness 6„ Distance from top of scum to top of outlet tee or baffle 14" Distance from bottom of scum to bottom of outlet tee or,baffle Measured How were dimensions determined? 08-259 Folk G.doc•OB/06 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 9 of 15 Commonwealth of Massachusetts w Title 5 Official Inspection Form Subsurface Sewage Disposal System Form -Not for Voluntary Assessments 67 Caillouet Lane `Garage System* Property Address Michael Folk Owner Owner's Name information is required for Osterville MA 02655 September 26, 2008 every page. City/Town State Zip Code Date of Inspection D. System Information (cont.) Comments (on pumping recommendations, inlet and outlet tee or baffle condition, structural integrity, liquid levels as related to outlet invert, evidence of leakage, etc.): Liquid level at bottom of outlet invert. Outlet baffle in poor condition, recommend replacing with a PVC tee. Grease Trap (locate on site plan): Depth below grade: feet Material of construction: ❑concrete ❑ metal ❑fiberglass ❑ polyethylene ❑ other(explain): Dimensions: Scum thickness Distance from top of scum to top of outlet tee or baffle Distance from bottom of scum to bottom of outlet tee or baffle Date of last pumping: Date Comments (on pumping recommendations, inlet and outlet tee or baffle condition, structural integrity, liquid levels as related to outlet invert, evidence of leakage, etc.): Tight or Holding Tank (tank must be pumped at time of inspection) (locate on site plan): Depth below grade: Material of construction: ❑ concrete ❑ metal ❑ fiberglass ❑ polyethylene ❑ other(explain): 08-259 Folk G.doc•08/06 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 10 of 15 Commonwealth of Massachusetts F Title 5 Official Inspection Form Subsurface Sewage Disposal System Form - Not for Voluntary Assessments 67 Caillouet Lane *Garage System* Property Address Michael Folk Owner Owner's Name information is Osterville MA 02655 September 26, 2008 required for every page. City/Town State Zip Code Date of Inspection D. System Information (cont.) Tight or Holding Tank (cont.) Dimensions: Capacity: gallons Design Flow: gallons per day Alarm present: ❑ Yes ❑ No Alarm level: Alarm in working order: ❑ Yes ❑ No Date of last pumping: Date Comments (condition of alarm and float switches, etc.): * min contract(required). Is co attached? ❑ Yes ❑ No Attach copy of current pumping g copy Distribution Box (if present must be opened)(locate on site plan): 0,f Depth of liquid level above outlet invert Comments (note if box is level and distribution to outlets equal, any evidence of solids carryover, any evidence of leakage into or out of box, etc.): No solids or high stains present Pump Chamber(locate on site plan): Pumps in working order: ❑ Yes ❑ No Alarms in working order: ❑ Yes ❑ No 08-259 Folk G.doc-08/06 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 11 of 15 Commonwealth of Massachusetts r Title 5 Official Inspection Form Subsurface Sewage Disposal System Form - Not for Voluntary Assessments 67 Caillouet Lane 'Garage System" Property Address Michael Folk Owner Owner's Name information is Osterville MA 02655 September 26, 2008 required for every page. Cityrrown State Zip Code Date of Inspection D. System Information (cont.) Comments (note condition of pump chamber, condition of pumps and appurtenances, etc.): Soil Absorption System (SAS) (locate on site plan, excavation not required): If SAS not located, explain why: Type: ❑ leaching pits number: ❑ leaching chambers number: ❑ leaching galleries number: ❑ leaching trenches number, length: ® leaching fields number, dimensions: One field. ❑ overflow cesspool number: ❑ innovative/alternative system Type/name of technology: Comments (note condition of soil, signs of hydraulic failure, level of ponding, damp soil, condition of vegetation, etc.): Unable to locate field, possibly under driveway. Area shows no evidence of breakout or saturation. 08-259 Folk G.doc•08106 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 12 of 15 l Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form - Not for Voluntary Assessments 67 Caillouet Lane *Garage System" Property Address Michael Folk Owner Owner's Name information is required for Osterville MA 02655 September 26, 2008 every page. Cityrrown State Zip Code Date of Inspection D. System Information (cont.) Cesspools (cesspool must be pumped as part of inspection) (locate on site plan): Number and configuration Depth—top of liquid to inlet invert Depth of solids layer Depth of scum layer Dimensions of cesspool Materials of construction Indication of groundwater inflow ❑ Yes ❑ No Comments (note condition of soil, signs of hydraulic failure, level of ponding, condition of vegetation, etc.): Privy (locate on site plan): Materials of construction: Dimensions Depth of solids Comments (note condition of soil, signs of hydraulic failure, level of ponding, condition of vegetation, etc.): 08-259 Folk G.doc•08/06 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 13 of 15 Commonwealth of Massachusetts w Title 5 Official Inspection Form Subsurface Sewage Disposal System Form Not for Voluntary Assessments 67 Caillouet Lane "Garage System* _ — Property Address — ----- —-- --------- —. Michael Folk Owner Owner's Name ------ -----------------— ------ -- information is required for Osterville _-- _MA 02655 September 26, 2008 every page. City/Town State Zip Code Date of Inspection D. System Information (cont.) Sketch Of Sewage Disposal System.- Provide a sketch of the sewage disposal system including ties to at least two permanent reference landmarks or benchmarks. Locate all wells within 100 feet. Locate where public water supply enters the building. \ \ \ \ \ \ Y Y Y + Y \ Y + , . , \ . \ , \ \ \ \ , \ \ YY \ YY \`Yf' Garage System 16 46 25^F / ! / / r r / / / / / / rI. �9 a , l4 Main House 4: System 24 5 24 7 X' Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form - Not for Voluntary Assessments 67 Caillouet Lane *Garage System* Property Address Michael Folk Owner Owner's Name information is required for Osterville MA 02655 September 26, 2008 every page. Cityfrown State Zip Code Date of Inspection D. System Information (cont.) Site Exam: ® Check Slope ® Surface water ® Check cellar ® Shallow wells 6-8' Estimated depth to ground water: feet Please indicate all methods used to determine the high ground water elevation: ❑ Obtained from system design plans on record If checked, date of design plan reviewed: Date ® Observed site (abutting property/observation hole within 150 feet of SAS) ❑ Checked with local Board of Health -explain: ❑ Checked with local excavators, installers- (attach documentation) ❑ Accessed USGS database -explain: You must describe how you established the high ground water elevation: Leaching field is 6-8' higher than marsh abutting property. 08-259 Folk G.doc•08/06 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 15 of 15 Lb�C'ATION SEWAGA PERMIT NO. V1L LAG E 14 I NS.T lE 'S ME : D ADDRESS &gNM*III OR OWNER DATE PERMIT ISSUED DAT E C0M'PL"IANCE ISSUED i t . G �D No.......-- 9 Fps.............................. f THE COMMONWEALTH OF MASSACHUSETTS -� I ' BOAR® OF HEALTH 4fo NO Town Barnstable 0 71 lg%!�NZ �wW® day_ 37,0VI . ,�.��iir�ti,�lt fn� �i��>Q��al .vrlt,� Cn�gt,��r�ritun er�tt�11�aPe�,s�� Application is hereby made for a Permit to Construct (X ) or Repair ( ) an Individual Sewage Disposal System.at: •67 Caillouette Lane, Osterville, MA Assessor's Map No. 141 , Lot 97 . ........................................•------•-_--------...•..............--••••-••...---••-•. ---------•------------•----•-------........------------------------------••--...-----.....••-•-- L°e " d 55 y or Devon, PA 19333 Mr. a d Mrs. John " F°o�`k 729 Clovelle Lane, Ow er Address _... Lampi....._... '' ----------------------------• ••-••••.... Wi-11_ow.-Street,.-W. Barnstable.. MA...:02668 A Installer Address jType of Building Size Lot.... ......... ..:......Sq. feet Dwelling— No. of Bedrooms.EX1•5ti_I1.9•-$Y5tejl_----.Expansion Attic (NO) Garbage Grinder (No) 1 Other—'Type of Building Addl.tian__....... No. of persons............................ Showers ( 1 ) — Cafeteria (NO) a,, Other fixtures .S.hower,.lav_._,__.wa-te.r-.c.l_oset,__.ki.tchen_--si.nk4-_dishwasher........................ Design Flow.b.0...mil]i mu i)...............gallons per person per day. Total daily flow---------22-0...................._ gallons. Septic Ta c--Liquid capacity._.1000gallons Lenbth._8...Ft.___ Width--.4...Ft.._. Diameter__ ....NLA.__ Depth. '-1'�... Disposal h—No. ..1................. Width... Total Length..34...Ft...... Total leaching area__.4.0 ........_sq. ft. Seepage Pit No...N/A........... Diameter-----NIA-------- Depth below inlet.__N/.A.......... Total leaching area....N/A....._.sq. ft. Other Distribution box ( Y) Dosing tank (NO) Percolation Test Results Performed by-----M lt:0.n... ................. Date.......Y20Z81_...------------- , Test Pit No. 1---0_.-2Z__.minutesperinch Depth of Test hit__1 .......:..... Depth to ground water__4�_- "s._to MHW 14 Test Pit No. 2--__-_-.--____.minutes per inch Depth of Test Pit..... .............. Depth to,ground water... �...5�"- toi water ..................•---- ............................................-•-•••----•-------------. ........ .n--hole•--- D Description of Soil.----- erolatl_Q_n._tes-t--mad( __.(. 1. Q/.. 1_)_.-in_Medi-um_:tp---C,,oa rse..Yellow---Sand--------- See..-Yost. Pit I.Q�S...dPPea_C_7.n.9..on__SITE-_PLAN� -date.d-.3131181__2...Prepared..b.Y............................... ALGER_.an.d_-GUNNY..Archi.teot.S.�_.Mi.].t4n K� Del•anon:►E',E.---attached............... ........._.. ..---- -- ......... Nature of Repairs or Alterations—Answer when applicable.----Bedrooms wi 11 be..servi ced..by-.eXi Sti.ng.. system--previ-ously.-approved....-.New--system will 11,--take--following: One WC, one 1 one Agreement: shower, one kitchen sink, and one dishwasher. The undersigned agrees to install the aforedescribed Individual Sewage Disposal System in accordance with the provisions of 1T '5 of the State Sanitary Code — The undersigned further agrees not to place the system in operation until a Certificate of Compliance has be -• ed b tl l u d f h 1� a d ' c�I ects igned.._ . _ �¢_.Y�a_: f Agent..for 3/.31,[$1 - �Q �(r. and P s. John W. Folk Date �c� Gl Application Approved By....�- ---- -- - -- • ----�- - - -----------=------------ --------------- Date Application Disapproved for the following reasons:......... •--- ... -'----•----•--------••----•-------•-------------------------- ---- ------------------- ............................................... --•-•...-----•---•---•--•------------------......------... -------------------------------------------------------------- ---------- Date PermitNo............ .. -, , . ----•-----•----------_. Issued.................................................. _ .. .� _. v No........&y........ .............................. THE COMMONWEALTH OF MASSACHUSETTS j. BOARD OF HEALTH Town Barnstable ....................OF......... -..........-...-----.....-.-...... ----•---- Appliration fair Diipa ii al Works C ontitrurtion amit Application is hereby made for a Permit to Construct (X ) or Repair ( ) an Individual Sewage Disposal System at: 67 Caillouette Lane, Osterville, MA Assessor's Map No. 141 , Lot 97 ..............................................•--••-•-------•-•-----.....................-------•- --....-----•------•-------........------------•-------•--•----•-•••-•-•-•---..._---------••--•---- L°e °n d ss °r NO' PA 19333 M_r nd •Mrs. John . : 'o�`k 729 Clovelley Lane, evon, _. P ----•... ............ Owner Address �-Lam -?•-------------------------------•--•------------••---•--••----------- Wi-11.ow--Street-•-W=--Barnstabl.e-�-Ma- 02668 Installer Address Q Type of Building Size Lot............................Sq. feet U Dwelling—No. of Bedrooms_EX1-sti-n•g•-Sy-stem______Expansion Attic (NO) Garbage Grinder (NO) aOther—Type of Building Addi.tian--------- No. of persons____________________________ Showers ( 1 ) — Cafeteria (No) Q Other fixtures .S_hoyier,•_l.ay...,__wa.ter_.c_l.oset,___ki_tchen...si-nk.._.di_shwa_sher........................ . W Design Flow_5 ___(milli_=11)_______________gallons per person per day. Total daily flow.........22-0............................gallons. WSeptic Tarp—Liquid capacity_._1.000gallons Length._$...Ft.___ Width---4..Ft.... Diameter_-_ -_NLA___ Depth._5 1��... x Disposal LRgh—No. .1................. Width_.1.2___Ft...... Total Length__34__Ft...... Total leaching area---_4_Q$----------sq. ft. Seepage Pit No.__N/_A----------- Diameter.....NIA-------- Depth below inlet...N/A.......... Total leaching area----N/A.......sq. ft. Z Other Distribution box ( Y) Dosing tank 00) Percolation Test Results Performed by.....MI--GQ-CI---K,___.0e1aJ]Oa_��PAE_................. Date_.____3/20/$-______i_ll_____-. a_1 Test Pit No. 1---Q_..27....minutesperinch Depth of Test Pit__1_� ___________ Depth to ground water-_4__-�_-_to MHW Gi, Test Pit �10. 2................minutes per inch Depth of Test Pit-------------------- Depth to ground water...� _5 4 --t-- water ----------•-•-----•-----'�---i n ho 1 e O Description of Soil_._.__Perol-ati-on--tQs_t__made__.(_ �_�Q/81_).__in•-Medi_um--to_-Coarse-_Yellow•-Sand x .See...Teat_._P_i_t---L_ogs__app-ea-ri-n-g--on...SATE__ELAN.__da.ted__3131�R1......prepared--by..............................0 w ALGER--and--GUNN,--Archi.tects-,-•Mil-ton--K,---Delano,_-P.E..--attached-- ---------------•••-•--•----•------_•----•--_-_- U Nature of Repairs or Alterations—Answer when applicable____Bedrooms_ will be serviced by existing system--previously--approved.-----New--system--wi-11_ take--following:---_-One__WC,...one---1-ay.__,...one Agreement: shower, one kitchen sink, and one dishwasher. The undersigned agrees to install the aforedescribed Individual Sewage Disposal System in accordance with the provisions of Ii:'._.:. y g g p y of the State Sanitary Code— The undersigned further agrees not to place the system in operation until a Certificate of Compliance has be ed b t rd f h al h. p p n _,�.a d coil ects Signe "P== ...Ageat---for•---------- -- ......3/_31-_81--------•- r. an P S. John W.- Folk _ Date Application Approved By------ ��'L :................................ --••------•�- 1---- 1........ Date Application Disapproved for the following reasons________________________________________________________________________________________________________________ ..................••---•...---•--------._....-•-•------•----••-••----•-••--------------------•-----------------------------•-•--------•---------•---------------------------------------•-------------- Date PermitNo......................................................... Issued_....................................................... Date ALGERANDGUNN ARCHITECTS STANLEY F.ALGER,JR.•ARCHITECT P. O. BOX 3 6 9 OWEN RUSSELL GUNN•ARCHITECT 396 MAIN STREET HYANNIS,MASS.02601 7 7 5 2 3 2 4 August 18, 1981 BOARD OF HEALTH TOWN OF BARNSTABLE, MA 367 Main Street Hyannis, MA 02601 Re: SEWAGE DISPOSAL SYSTEM - REVISED Assessor's Map & Lot: 141-97 Sewage Permit: 81-146 J. W. Folk Res. , Osterville., MA. Gentlemen: We respectfully request your approval of the revisions of the system previously filed and approved. Enclosed are three ('3) prints of Sheet No. SI-1 , dated 3/31/81 , Revised 8/18/81 . The Owner has requested permission to discharge a garbage disposal into the system. Please note that we have increased the Septic tank from 1000 gal . to 1500 gal . capacity, and the Bed from 400 SF to 600 SF. Very truly yours, ALGER and GUNN, Architects Stanl F. Alger J . kpn Enclosures cc: Rogers & Marney J. W. Folk Conservation Commission Building Inspector, r No. ly ...._.. FRs............................. THE COMMONWEALTH OF 'MASSACHUSETTS BOAR® OF HEALTH Town................""oF........Barnstable.-..._."......... Appliration for Bispoiial Worko Tomitrnrtinn Vrrmit Application is hereby made for a Permit to Construct (X ) or Repair ( ) an Individual Sewage Disposal System at: 67 Caillouette Lane, Osterville, MA Assessor's Map No. 141 , Lot 97 ................_..........................................................--.................... ....................................................... ................................ ........... M_r. nd Mrs: Johne on.h�o�` S 729 Clovelley Lane, Devon, PA 19333 - - .. ..................................--------------- ------•------•--•-----••-•-•-----•-------------------......---•--------......----------------_.... W o Owner Address Lampi `.... Will-ow--Street.__W,_ Barnstable, MA 02668. Installer Address Type of Building Size Lot_____ _________ ________Sq. feet U Dwelling—No. of Bedrooms_EX1-S•1 1-p_9••$y-Stelll----__Expansion Attie (NO) Garbage Grinder (No) Other—Type of Building Addi_tian......... No. of persons____________________________ Showers ( 1 ) — Cafeteria (NO) a Other fixtures .S_homter,__�_aV._,_-- w&ter___c.1-oset,___ki-tchen_:_si-nk,.__di_shwasher........................ d W Design Flow_QO...(Mi)AMU0]_)...._..........gal Ions per person per day. Total daily flow---------22Q............................gallons. WSeptic Tao—Liquid capacity__.1 QQ0gallons Length__$---f..__ Width__4-._Ft_.__ Diameter_-"_.N/A__. Depth_5'- .'__- x Disposal 94h—No. _1--------------___ Width_-1.2...Ft....._ Total Length__3 .. Total leaching area-__4Q$----------sq. ft. Seepage Pit No.__N/A.---------- Diameter------l/A-------- Depth below inlet---N/A.......... Total leaching area___WA.__..._sq. ft. Z Other Distribution box ( Y) Dosing tank 00) Percolation Test Results Performed by....-Milt-on---K,...Delaffl..n P t_F__________________ Date....... /2Q/81__._-_i__i.___-_.. as Test Pit No. 1---Q_..27_...minutes per inch Depth of Test Pit__-12 ___________ Depth to ground water_.4..'8 z•_..t0 MHW (i, Test Pit No. 2................minutes per inch Depth of Test Pit_______.____________ Depth to ground water...�''5�" -to water %l in-:hole ---------------------•-•--------------•---•--•-•---------•----•--••-------••-•-------------------_.......................................... ............... O Deseriptionof Soil...... 2rc0•l.dti_Qn--teS-t __in--Medi-um__to••Coarse__Yel-low-.Sand•-- x See_..Tea-t._P7_t_1Q_qs--apP-caring--Qn---SITE__- .....................................0 w ALGER--and--GUNN,_-Archi.te_cts,.-Mil•ton-•K.-•-Del•ano,_-P.E.---attached------------------ U Nature of Repairs or Alterations—Answer when applicable....BedYooms will be Serviced-_by- 1axi.s.tz in ng ng e" system_-peviously•• pproved.--••:New•-s .......................................................mill lli -_One_WC,--y Agreement: shower, one kitchen sink, and one dishwasher. The undersigned agrees to install the aforedescribed Individual Sewage Disposal System in accordance with the provisions of TTT y g g p y S of the State Sanitary Code The undersigned further agrees not to place the system in operation until a Certificate of Compliance has be ed b t rd pf 1 al h. Signe --•- -- •• •---- - 4ent...for.............. 3/-31/$1---------- r. an s. John-.W. Fol k 4 _ Date r --•- ... •----------- i 1_ - i Application Approved By......... _ {ka2 Date Application Disapproved for the following reasons:-------:.... --------------------------------------------------------------------------------------------------- ---------------------------------•----------------•----------------------...-----•-----------------------------•-•--•------•----------------.._..----".._...--•-----------•-------•-----••-----•-------- Date PermitNo-----------•-------------------------------------------- a - r 1 REBUILT SECTION GARAGE REMAINING SECTION GARAGE LEVEL BEDROOM #5 - -:p LIBRARY : . ... ... B BEDROOM #3 BEDROOM #2 REMAINING SECTION .. .. .. .. MUD RODM REBUILT SECTION BATH . .. .. .. .. Rem FOYER _. ..: DINING BEDROOM:#4 MUSIC ROOM BEDROOM FAMILY.ROOM REMAINING SECTION REBUILT SECTION GREAT ROOM FLOOR OVER GARAGE SECOND FLOOR FLOOR KITCHEN .. .. E2 BATH FIRST FLOOR (SPLIT LEVEL ARCHITECTURAL FLOOR PLANS SLIFKA RESIDENCE #67CAILLOUET LANE CISTERVILLE, MA PREPARED FOR ANDREW SLIFKA SCALE: 1/8"=1' DATE: FEBRUARY 14, 2013 DCE#12-244 I i � 06-267 Ap01TI0N.DWG REBUILT SECTION GARAGE REMAINING SECTION GARAGE LEVEL BEDROOM #s .. .. LIBRARY. BEDROOM #2. BEDROOM #3 REMAINING SECTION q, aem MUD ROOM - - .. .. ... . REBUILT SECTION. BATH eem FOYER eem DINING'. BEDROOM 44 BEDROOM #1 MUSIC•ROOM REMAINING SECTION _ FAMILY.ROOM REBUILT SECTIONE3 - GREAT ROOM FLOOR OVER GARAGE SECOND FLOOR FLOOR KITCHEN - :..BATH FIRST FLOOR (SPLIT LEVEL) ARCHITECTURAL FLOOR PLANS SLIFKA RESIDENCE - #67CAILLOUET LANE. OSTERVILLE, MA, PREPARED FOR I' ANDREW SLIFKA, SCALE: 1/8"=1' DATE: FEBRUARY 14, 2013� DCE#12-244 � 09-287 ADDITION.DWC REBUILT SECTION GARAGE - - REMAINING SECTION . - . GARAGE LEVEL BEDROOM #5 .. :. .. :... ..-LIBRARY _ BEDROOM #3 - - BEDROOM #2 REMAINING-SECTION eem MUD ROOM REBUILT SECTION BATH .. - CA FOYER eem OIN ING BEDROOM: .- FAMILY ROOM BEDROOM #1 __ C OS MUSIC ROOM REMAINING SECTION .-. ..- REBUILT SECTION FLOOR OVER GARAGE GREAT ROOM SECOND FLOG SE FLOOR R KITCHEN ��-- � - '� - .. ... .. - .. ....BATH FIRST FLOOR (SPLIT LEVEL) - - ARCHITECTURAL FLOOR PLANS SLIFKA RESIDENCE #67CAILLOUET LANE OSTERVILLE, MA PREPARED,IFOR ANDREW SLIFKA SCALE: 1/8 =1 DATE: FEBRUARY 14, 2013 OCE#12-244 i I 08-267 ADDITION.DWG i REBUILT SECTION r GAR AG REMAINING SECTION GARAGE LEVEL : .BEDROOM #5 ... .. ..- .. -LIBRARY.. :.. .. BEDROOM #3 BEDROOM #2 REMAINING SECTION eew MUD ROOM _ - REBUILT SECTION - BATH FOYER eem LO DINING — BEDROOM' ¢ Ip� BEDROOM #1 MUSIC ROOM ' FAMILY ROOM REMAINING SECTION " REBUILT SECTION .. E3 GREAT ROOM FLOOR OVER GARAGE If I KITCHEN .: SECOND FLOOR FLOOR .: BATH FIRtff T FLOOR (SP LEVEL) ARCHITECTURAL FLOOR PLANS SLIFKA RESIDENCE #67CAILLOUET LANE OSTERVILLE, MA PREPARED FOR ANDREW SLIFKA Qv I SCALE: 1/8"=1' DATE: FEBRUARY 14, 2013 DCE#12-244 l �{. -.F 08-267 ADDITION.DWG M4 dNo�J d - ° FOUNDATION GENERAL NOTES: t= G E o COLUMN/POSi FOOTING SCHEDULE " 45'-10' 24' 8 14'-0' -FULL HEIGHT CONCRETE WALLS ryy e'WIDE o to in MARK DIMENSIONS REINFORCING STEM WALL t 4'SHELF AT TOPI TO BE Kri G) V V(� )1 IL.( t•, 10-NICK ON 24"XI2'CONT.CONCRETE /V F-I 4'-0"X4'-0'%12'THK (5)5 REBAR EACH WAY o o �+ FOOTING YU KEY;PROVIDE2ROVGOF5 TOP H OF KAU; F-2 i __ __ __ IREFER TTO DETAILS ON A-22 FOR PALL HEIGHT) N .... .. O -LONCRET NICK---------------------------------------- E FROST 19ALLS TO BE 10•Otd 1 •% (UNLESS NOTED)LOHTN%M i 1•/L1 4•- ' I, GONG FOOT"TO EE BA5E ON GRADE YV KEY NEIE OF WALL o V J D LONDInONS 4-0' Cl �—MAINTAIN 4-0•MIN. MIN FROM FIN.GRADE TO BOTTOM X FOOTING)' m FROM GRADE TO BOTTOM OF FOOTING -SILLS TO BE(2)2"(PRESSURE TREATED)YV S/15 X12' b'OF LOMPATED LfUP..IED STORE / GALVANIZED STEEL ANCHOR BOLT5 O 9'-0'OL.MIN.AND voi (LOWER LEVEL°P STONE GRADE e Q I' {� O 12'FROM CORNERS(GARAGE TO HAVE(2)2X6 SILLS em PORCH LE NEEDED) - O N ANCHOR BOLTS AT 2'-0.OL)BOLTS SHALL E%A6E M A/`�•� - HARDSCAPING AND BOTH PLATES AND BE FASTENED W/3'X9•PLATE WASIEFLS. ". RETAINING WALLS TO THEM SHALL BE A MIN.OF 2 BOLTS PER SILL,WA5HER 4-r BE DE516NED BY TO SIT ON UPPER SILL.SEE DETAILS HATES AND SCHEDULE N W-0• 1'-4• to H'-6' IS'jl' I. -5' LVDSLAPE ARCHITECT ON DWG."FOR ANCHOR BOLTS M)D OTHER WNNEGTOR5 0 AaM « - +rr r FOR A ATI° OF SUPERSTRUCTURE TO BE EMBIEDOEDPi ry TO BE 4-CONCRETE _ ______ __ y ___ _ __ __ ______ _ _____ ____ ____ __ ___ ______ ______ _ ____ _____ ___ 4'CMU WALL ON YW WW`TT 6%6 WI.4MVI.4WIRE p 4j n` } (3000 MIL.VAPOR BARRIER sF IIu�TD Rsu�anr r�o1wA6LTvffmLLo-6a�zsoeM°Ax MYsm m No!`/� ". .--- -�---- - --------- ------- -- -------- --------- --------- ---- - m--------- --- ^ WINDOW OETAI _ 5 -FR,TEG9 2-MASONRY FIREPLACES TO { FFOJEGT 12'BE8' .FA. Y;ICE FD.RIORF N e'OF LOMPATm LR1:MEO,STOIE • -' �iTPILAL7. T y A-O --- ---_-- YV 5 REBPR o 8'OG.EA.WAT;INTERIOR FROTH. ;P O AW1IN6-352I a I (LOWER LEVEL OF STOME�RP.DE g PORCH TO BE B°GM15 ON IZ'TNILK CONCRETE FOOTING r ' r r m RD.2�11 3141X IA$/4JW ' I I AS NEEDED) ' CAST 2%4 KEYIN FORM _ __ ____ _ r ____ _ FOR PORCH WALL --- - , I VVV ry __ __ __ _ ____ __ ______ _ _ T . STRUCTURAL FOUNDATION NOTES W C7 /A P.T 2X6 WALL •_____ 1 OW' J FRAMING YU + I B'LMU WALL I -CONNECTIONS OF FULL HEIGHT FOUNDATION ^ P.T SILL AT ALL BUILT UP FOR - r WALLS TO FFOSTWALLS TO BE SECURED HV KK7016 MASONRY CHIMNEY Q v e r KEY(CAST FROM 2x4) NO FOOTING TO BE pi�m IN FINS OLS_UPPORT VIATER OR FROZEN 501E r , STONE VEHEIX I I _____ _____ ____. _CONCRETE STREN5N MIN F'G=3AOO PSI ^ SEE TYPICAL DETAIL FOR q--• , __t AT 2B DAYS BEAM POCKET AT STEEL ��/rM I = SEE TYPICAL DETAIL FOR = _______i__ ------ BEAM POCKET AT STEEL I�OODAT 5BE A5TN A615, !!�� m p v_ I' 10' T'_I -B 3/B• W-B 3/B' W4 In• B'-0' 12'-0' II'-4 3/4" I --Y't"�- -'-It 9/4' 6/4' -CLEAR COVER FOR REI l Al'T TO BE 9' AWNIN69521 TO BOTTOMS OF FOOTINGS(CAST AGAINST t , r -- -- EARTH)AND 2'AT 51PE5 OF FOOTINGS OR M o I (MI.WTINS:BWIDE) WALLS. V (� m�•)')�. RA.:2-119/9%199/4 ____ ____ -SEE STRUCTURAL GENERAL NOTES F F F I F 1 ---------- ------- qkq _ i qX4 i qX4 qXq ) qA.q _____ AND TYPICAL DETAILS FOR OTTER , 'n 'h 'h4r i REOUIREMENIS a AID X 26 S GIRT(WL04 WIO>L 26 STEEL GIRT(BELOWI WIO k 26 STEEL GIRT(EE 5TfF1'61Qi(BE4q W0 26 5 GIRT(BELOWI i NO X 26 5 GIRT(EEO r ALL STEEL CONNECTIONS WELDED O _. �_ _.,—. .,—. _. IN FIELD.REFER TO STRUCTURAL v + C L__________ r , _ r , 0*01T-1 RECOMMENDED TO SAACIrr SLAB UP 14 SERS O T B"/_ _ -- _ -- ,P - CONTROL JOIN75-NO BIGGER SECTIONS r , r , , n I 10'TREA05(r ) - _________________ ________________ _ THAN WO SOUAT�FBET O AWNING-3521 '� , PINTIN5:3WID _______ FROM GRACEMIN. RD.:Z-I 3/4 X 19 3/4 / A'I m I FRAMING W I I I I iir �TiOM FOOTING r m , Q P.T.SILL L �, m I i P.T 2X6 WALL P.T.SILL AT ALL I i STEP FOOTING _ WItD01W5 i PIN SLAB TO FQMD. n Jy � ' r WALL YV 5 REBAR IB'OL. I n ON. LAST 7%4 KEY IN FORM— ___ _ ___ ___ _ ____ ____ I I J [��(1��/�/Al FOR PoRGH WALL V , q'NILK OOHT.CONE.6RPDE ( I + IFORM ��VJJ ✓ / BSEEAM TO BRPORT STONE • 4'LMU Y ON VENEER DRILL a4 REBAR 4'INTO I I FOR POR H Y�VW1N. o.EU< FOOTING TO SUPPORT .. crL�'O'N�C�Rfc'''tE WALL O 12"O.L. ?„, STONE VENEER. r �YY EPDXT GROUT I SMART VENT MODEL. �=�-6 • E 43S 1540-521 FLOOD VENTS u..m3'o v'o'e'"�'�m mr m' l T qX4 qXq� In' In"1 In' TO BE INSTALLED STALKED .a> a `m N.�Q m 'L%q, ATEALHBAYASSHOWN - m _.r IN ELEVATION MAINTAIN 4'E.MIN— p m- <Em='�9s�-m. FROM GRADE r0 Y WIO%26 sTFFL GIRT�F,6QL{1.' X-24..aIEE4 GIRT(B,ELOWI _ -3z e m e m - y^v^1 BOTTOM OF FOOTING _� __ r3'b_2 S ^<o o �•1 a r _ r r , , , t b _ _r _______ ___ _____ _ c<o_e�FEmv`ou , , , , P m , r I , 31 + � SIMPSON DOOR-(IJ INSWING S NAMULICET SERES.Ti662(-01 C OK Q F �Al "To• 11'-4• n'e• 1 3-one-e vocRRA.:3ZIn%b•II G AWNING-2;rl � Al N5:3 WOE X 2 HI ^` H"'"T. GENERAL PLAN NOTES o{Q PIN SLAB TO FORD. I 'Q RA:2-5 314 X 2-5 5/4 n W A ALL ENT.WOOD FRAMED WALLS TO BE b.- o B�OG.U RJR - V Yam/ 2X65 a IW OL(UNLESS NOTED OTHERWISE) I< ______________J I AYPIING-NN TIN5:3 WIDE X 2 HI W J U RD.:2-5 3/4 X 2-S 9/4. -ALL TNT.WALLS TO 2X4S a Ib' —FLOOROf PAVERS AT -Y-•� O.L.(UNLESS NOTED OIIERWI5E1 FLOOR OF PORCH IPITCH I -Np. v V) N C AY�FROM HO) SEE TYPICAL DETAIL FOR •N ul IMPACT1 !55 �L/ WRE555TTANTT ARCHITECT SERIES(CLAD) m _.:., B AM POCKET AT STEEL F_I O WIN IMPALT-RESISTANT SLA55 i i - MEETINb ON W.OF MAW.STATE EL06. CODE(REFER TO ELEVATIONS FOR GRILLE i L______________ 9,1-q'r//qi________ __i 59•Yq,Tj/q PATTEWI5) —6'OONLRETE SLAB W/HAIMGFED EDGE; i ,. WIO X?b STEEL GIRT WHO%26 TEEL 61RT� - -����_-- _ 6X6(2.1%2.1 6PL15E)WW.Mff_511(SET IN —'—' -BASEMENT DOORS BY'BMP5LN' LEVIER OF SLAB)ON VAPOR BARRIER ______________ i O ONE,OF(4MPPGTEO LldFHED STONE _ I L,�A LL REFER TO ELEVATIONS FOR WINDOW SIDED) OF GRADE o PORCH AS �Al /. Q) R0.HEI6HT5 ABOVE SLABW 10 9'-4' 9'-0' LAHTLEVERED SAY O 4'THICK EOM.LONE.,RAPE i ABOVE BEAM TO SUPPORT STONE a FLOOD ZONE REQUIREMENTS �cau W RE34R 4'INTO r i WALL -FEMA FLOOD ZONE VE ELEV 14(ELEVATION 14) SECURE YV 13'OXY,RENT job no.: 14oa 4 date O-1 AUGUST 2014 -PROPOSED TOP OF FOUND.AT ELEV.14A2'Ba'4 1u•1 L. � STEP FOOTING -PROPOSED TOP OF FRST FLOOR SUBFLOOR AT) Y I - ELEVATION 1550'(15'-6"/ - -DE516N CRITERIA:760 Lyt-552572-ROOD scale : A5 NOTED RESISTANT COHSiTNCnON(I SLLARE INCH I HAT�iLMIN6 AND OF OPt?IINb PER SOUARE FOOT OF FLOOR AREN T'-10' 14'•e' 16'-B' T'-B' 20'-0' 4'-b1 l'-b' RETAINING WALLS TO drawn: K,UN BE DESIGNED BY BAS04 T FLOOR AREA.9)09 S.P.B)OH 50.INCHES � FOUNDATION WKL DETAIL_ T REOP);OFENINYS PROVIDED•3,200 ED.INLIE TTTPILAI� AO LANDSCAPE AFLNITECT rev. 51'-10' SEPERATE WOOD FRAMED WALLS TO HAVWXR OF I rev. STALKED FLOOD VENTS AS HbiED;BY 5 VENT' (le TOTAL)MODEL t1546521(16 VEN15 TOTAL AT 2OO 1, y IDE IN.EACH=32OO 50 IN.FLOOD GPENING PRAVIOEDI. F O U N D A T 1.O N F L A N I (OE IN.EACH S2-T80 CMR-W23771. ____________________________________ _ _________ REFER TO SHEET MI FOR FOR FLOOD VENT LOCATIONS _ / Q 1 -- -- mC. I _ .... .. ..., .. ----- -- ISSUED FOR REVIEW Bht of 83'-10' G 45'-10' 24'-0' EX ' A8 14'-II" ]I'-II' 9'-0' 4'-0' g:-O• AB 0'-0' 4' T'-0' T'-0• �' Eo O r0 u9 V m--------------------- ---------------- ----- --------------------- ---------------------- ---------- -- ------------ ------ 91/4' B'4 1/4' B'S I/4' B'-9 V4' p 0'-9 I/4' B'-31/4' H'- V Z /�/a �4�:6 oB� � �a ���' �os v � a��• `I%4 IPE P.M. <m\ <o .�'% Jai% �x .C. x - ON P.r.FRAr� 9� ;� �S s m- AR PORCH n n n F pp nq nCUSTOM SCREEN 'Pm4 n 3 aUt 14"SOUAFE TAPERED nK YE PANElS Rai PLA�RO Ov NOlES) p � � . � SCREEN PORCH -MM RETAU11145 e ARCHITECTLANOSC PE O ++ _----- --- --- -----------• •sc- - ------ -- ----------- _____I ______ `-9-0 SCREEN DOOR y U 4; p 4 V2' A IQ' d Imo' 4 In' - C DOL9LE-NM6 33TI rL I'2 3 In' 25'-DTI/T : : -_, L_________________l l__GL ____________I L_________________I L___________ _____.; __________J L______________J L__ _________ N i=E;. 9 ------ AT4RE4R MASONRY T n DN FIREPLACE 4 MIN. : aa C AI PAf� p `KITCHEN 6N� •-- 4 11/2° 4 GREAT+ROOM DINING EY° � var&E-MJN624s3 i MnsoNRr EI1:AtE w 'v KITCHEN 4B'OPENING AI�1Ntl 7O'MI " i !EARTH EXTENSION' I' : ____________l l_________________l L___-_______ _____.i __________l L______________J L__ ___________ ._________________i ;__g. _� i i______________--_; i___________ _____1: __________f ______________ 0011BLE-a.Nfa MASONRY WI OW C WtT 1 S O • RD.: rNo OIBm�D.W R COFFERED CEILIrt6�� CL6.AT$PIRYWY DOUBLE-TUNS 2953 n N5:6/I i SO AL EOJAL EQUAL EQUAL EQUAL �D)AL � RD.:2-5 3/4 x 4-5 3/4 _ m ------------------- // o - a --- ------------ ------------ GRI LING DECK •� 12-0 cD. _______ IP IB RI •rl /- N14 5/H'.- DN. 51MP50N�R-(L)IM5YUN6 NPNTLGKET SERIES:T-1512 �_ m DER m 10' (. ) O' (. INS IPE DECKING 3-0%b-I— H n '4 1/4' 6'-i T/B' 6'-1 lP.T.FRAME RD:.32 In X b-II 4 m m a ••4'-31n"CL6. _____ ______ DOUBLET N55 HEI&HT AT PDR iJ N5:6/I Q Lr TV. - C 3'-0'REP. 4A 3/4 A � C , :_...-.._.. , .4 F A'i FOYER WILT-Ilb O� PRY. MEGHANIGAL _ 4 "ELVES RM. ••8'-10"CL6.HEIbHT CCUBLE4UWi 3453 AT MEGHANIGAL f Time:b/U m 7p ! 3 In' AND LAUNDRY RD.:2-5 5/4 X 4-5 3/4 C 5'A I/4' 13'-3 5/4' IS'-I' I'-B C 5'-0° 2'Q' b'-0' �'-0 I'-4' 3 II' 4'-0'1/4'0 ' r n _ �_ ____ 31 31n' ail/]' _EO/AL EQUAL Eli! TES I O ____________J �p ______ ___ __ __ ___D____ :q _ (� DEN - BENLN o� v.' �o'L — HDOXs DOU •• BLIlESTOME PA AT ' _ •L,� -2 F o e$-p'c O ••9'-3'LL6N.pHLEILGHT (MUNiIN5:b/$ O �VJ �v P1ELDsi01E�Ar i- > JONT --'----i _\___l--- ------ ----- AuolwR Aw.r41D MALL: LAUNDRY RD,2 9E4( 595a -FRONTPORCHDOUSLE-IUNb 3311 WALLS(14' �Ym_ I RO.:A 3%41X 5-11 3/4 -,qm COFFERED f'EILIN6 :q SIDE HALL P8""PER 12'NNA X : m� 4m`:��- 2v^o�m'T a FROM HGU"f : i3' 3' p r __-.au3me oa9 ' ________I ILl__________lY L______ _____J ,� AVWIN62121 = �m-,dn�.ml-Eamin�mX 13'- V2' Y \ B4INTINS:2 WIDE X 2 HI6N1 14'501ARE TA SI D A T-0%S-b CUSTOM RO.:IA 3/4 X 1-4 3/4 COL"(REFER 4 4 :POR H HIS 2-b%T-0 Ll\ nLE SIaPER 2 3/4 Q 5 U' 2'-2 In 1BLUE5T0 PAVERS AT -- -- - - - F Fill VEER AT B FRONTm -0' b'-0 In 4'-0' 1. A8 WALLS(I'TREADS) Al _________________ ; DOUS E�UK 3459 ^ + 6EIERPL PLAN NOTES RETAI ING A, 3 V2 3 In' R.O..2-5 3/4 X 4-5 3/4 h +Q.), L APE MASTER BATH. °m V PITCH R APPROX. VB•PER •AWAY • ALL EXT.WALLS TO BE 2X65 b Ib' FROM - ----------- I DOUBLEHUN6 OD&NlLz 5 NOTED OTNERYU5E) P INS:b/ L (t$ '•B'-10'GLb.HEIGHT ELSE OF FLAT/ -ALL IM.WALLS TO BE 2%65 a Ib' BATH.AND TRp _ SLOPED CL6. RD:2 J 3/4%4-5 3/4 4� to CI- DO.IIWLE65 NOTED OTHERNIISE) ATSD T D WALL 9 < N N -MW.LS Wlhl POCKET ODORS TO WI BLUES ONE (MJNTINS:6/V HERS n}rq� N L plyDyl ILLS RO.2-5 5/4 X B-11 3/4 S LINEII Q 2: d O m VJ _ BE 2X65(TfPICAU _O -INTERIOR DOORS NOT 01�115IONED ARE TO a fi LL p _____________________ `; � T.V. BE LOCATED 9 STUDS(4 In)OFF THE b - _ CLOSEST WALL AS SHOWN IN RAN o U= WINDOWS 6LIDIN6 DOORS TO BE'FELLA' ARCHITECT SERIES WITH IMPACT-RESISTANT 5'b' b'-0 In' 4'-0' 0'-3 V2' 4'-6' 1` m B In•6LAS Q) COVE(REFER T BTH W.ELEVATIONS S FOR WNSTATE B.M. A'I v, CODE INFER TO ELEVATIONS FOR WNTIN ?DOW—I' 6/) O PATTERNS) (NIMTINS:6/I) m -REFER TO ELEVATIONS FOR WINDOW RD.29 3/4 X 513/4 RD.HEIGHTS ABOVE WY OOR Q -FRONT DOOR,KRGFEN DOOR MID MA EASE OF FIJ HALL ODOR BY 51MPSON SLOPED LL6 Y JOt)no.; 1408 -14'SQUARE TAPERED'FLAN PERMALAST o p S vol>eLE4uN6 z36s m R date 14 FIBERGLASS COLUMN'WITH TUSLAN LAP al AUGUST 20 (50JARF)AND NSCAN BASE(SOVAN/ IN510/I FRONT PORCH:O DO X B'•10 In'TALL•% a v PROVIDE b%6 POST DOWN IIGDE ',S � ,6 `Qy�, �+ RD.:4A 3/4%SS 3/4 Y scale COLUMNS R F R MSTR.BEDROOM pt;m - REAR PORCH:14'DIA.%W-10 1/2"TALL./- i �O A9 NOTED PROVIDE bx&POST DOWN INSIDE `e drawn: Kmyt s a m a a �I^R \ m rev. sq x - X - A - _ aµ� � - VMU/4 N63365 � ern � rev. 9�m Sim 5�.MTi $ mmmm gmeal 5mm %SA 3/4InOvQ Olt 'PrFIRST FLOOR PLAN A SCALE. 1/4" 1'-0' q110 , `-2 0FIRST FLOOR LIVING AREA m 3,40R 50.FT. T-10• 20'-0' Ib'-0' ' 5'-O' 5'-0' 5'-0• S'-0' r` N� 5I'-10• 20' ISSUED FOR REVIEW sht Of m 4141 1/4• p E o 21'-2 Irz' 13'- I/2' 14'-b' e'_2• T'-I' p �+ A a a a a w m iti ST ND A - A p v y 3• •T M CI A ICI I BA GONY/ OF DE K o I I KIN 4 aW E m g � o I 3 3. so CT NO INT.SILLS No INT.SILLS /T1 EiE DROOM 2 q BEDROOM 3 �� BATH. 3 W a2 YLINEN /\ VOUSLEIUIO 3359 NnNs:6/I H 2A 5/4%411 5/4 2'-2' Sib 4' 3 Irz'4,5, 3 Irz' 13'-4 3/4' B'T I I 3'-2' WA I/4' 14'-0' DOUBLE-H1N6 3959 'Ly 6 RD.:2A 3/4%NTIN5:4.11 3/4 �. BEDROOM 4 F ink (/� •— DOJEu,IU+B 3359 a cn d{ UPPER HALL NTINS:6/ 3 I/2' m S ------ RO.:2-9 3/4 X 4-11 3/4 •--• 14'-0 3/4' 2'-8' - 5'-8 3/4' Ib'-6 3/4' 6'-2' -5 1 - BATH. � DOUBE-MMI T - ;4 R-0,25:5/U V '4 sa%3-o T. S 10• r. 1 - MM e / TILE SH m 5-013-0 o q TL�/91bSt. - LWN LITILESHM- -- ----- CUSTOM AANIN6INS:3 KIM X 2HI 4'-4'p aj IS'-I' B'- S'-0' I'-4 4%- 14'4' RO.:2A 314 X 2-7 3/4 (MINTINS:6/I) - - RO:2-53/4%3113/4 BATH.5 �R 3V=' ---___ Irz' 31rz' 31 P W.I.G. BATH. 4 0 o (=1 It i O o _ : ' o SEAT u BEDROOM 5 ao_ mr __o._ �:.o..oca�<_o o'.S:U c Wu .4 OOUELE-IdA'6 3359 'Qs m 43 n o _ o Ls RO:2-9 3/4%411 3/4 Q <_m pZo meom' mo d ------------- F G LA A8 I q N GENERAL PLAN NOTES -ALL EXT.MALLS TO BE 2%65 0 16' L OL(,.LESS NOTED OTMERMISE) J V (Z 04.IMuss NOTED On1ERNSFJ6• N All *� v1 O -MALLS AU POCKET DOORS TO N N O N Q LL BE 2X65(iYRCAU i -INTERIOR DOORS NOT 011TN510NE0 ARE TO I O BE LOCATED 3 STUDS(4 V2')OFF 7NE CLOSEST MALL AS SHOMN IN FLAN ` -MINOOM5<FRENCH DOORS TO BE EC ARCHITT SERIES WITH IMPACT-RESISTANT B N lfl N 6LA55 MffETIN6 8TH W.OF MASS,STATE ELD6. CODE(REFER TO ELEVATIONS FOR MUNTIN Al PATTERNS) Q -REFER TO ELEVATIONS FOR MIKOOM P.O.IE16HM ABOVE 5LEFLOOR -FRONT DOOR KITC+EN DOOR AND MID NALL DOOR BY SINPSON job no.: 14oa date OT ALMSU5T 2014 SCaIB AS NOTED drawn KMY ` rev. a i i a m _ _ R x rev. a � z �� SEGO ND FLOOR PLAN 4 �q am wC, o - - di SCALE: 1/a^ I'-o• ____________________ _______________________ ______ A- 3 a N SECOND FLOOR LIVING AREA-1,1529 50.FT. T'-I I/4• 6'-0' 8'4 B'-0' 4'-2- b'-I Irz' 164 1/2- m ISSUED FOR REVIEW sim of m 28'0 S/4" E 23*-5 1/2' 2.- 1/4 r-,r 2'-1 W V2. M-5 112[ -----------9 ------------------------- ---------- LA W �o BE M ----------------------- 6 ,; 7---- -- -- ------------------------------------ --- ------- ------------ co U ----------- —---------- ----------- --------------------- BONU5 AREA: W4 ZrEO6E OF FLAT/-- F 16d "'p Cm BUILT-INS UNFINISHED f FZF i 121-11 4'-0 1/4' , :,- 14' S. FF ------ ---- -------------------------------- 3;' Its BONUS AREA Z--110-CELING RISE DOUBLE-06 2141 BATH.6 RA.: 5-11514 L-------------- --- ---- W-11 V2* 101-7114. bi,31 !0*01= EV,�OFFLAV�� L SLOPED S ---------------------- -------- -------- LINEN ----------------------------------------- UNFINISHED WATH6 ------------------------------------- -------- —— -------- -------------------------------- H —e mmw YP`� ----------- ---- ----- --------------------- ------ ----- -------- ---------------------- 06 ----------- ------------ 5 -2 2 him Ln Al sENERAI-FLAN NOTES ...... ........... (U C 04&MLESS NOTED OINER?15f) —5 ALL INT.WALLS TO BE 2�5 0 IW —0 OL.ARLE55 NOTED OTHERWISE) (A C) MA-1-6 WTH POCKET DOORS TO V 0 BE�S(TYPICAL) cr_ INTERIOR DOORS NOT DIMENSIONED ARE TO BE LOCATED 9 STL05(4 t/2)OFF THE CLOSEST WALL AS SHOWN IN 9-AN --------------- JC ININDOPS DOORS TO SE PELLA' ARCHITECTSERI�WITH IMPACT-RESISTANT SLAS5 WETINS OTH W.OF MAY.STATE BLOC. COVE(REFER TO ELEVATIONS FOR KNTIN PATTERW 0 REFER TO ELEVATIONS FOR AIMXA RO.FEI5HT5 ABOVE SWIFLOOR job no.; 14oe date 0-1 NA9115T 2014 scale As NOTEO drawn rev. rev. ATTIC . FLOOR PLAN SCALE, 1/4" • 1'-0' A-4 SECOND FLOOR LIVIN&AREA-141 50.FT. 101�1/4' 55'1 1/4' ISSUED FOR REVIEW sht of E. `V � a�g O L"tn W 13'A" 13•'9• W T ry ? G O f0 U dC, AA I � N W -- - ----- - -- - ---- --- _e OFDORNER'AEO-/E ? '` 4 3 ; EWE OF DORMER>&iJE� ------------------ L \ _____ -- � I - _ 1 NATI,N MINE 5`O •R � C i \_ _ i � +�+ y\' zKATLFE`I LEST ----(- - _ I. EY OT�RS f T ® V w aIN5.6 OFING G-1 'u RD..2- & \/ 'n 3 I "-3 -6' 9.T : 6 E O.: E/ :_/- .1 - ._ V D0110LE+Nh6. eq d 7:12 '7:t2. Tryry// I 'lc :� \ry�F �\ n JU GE a�vv•� ATH: —LE--5^T R 51 -'; .�. RA.=-S:li�JJ-113ii TIIE'0/I +� _��.: I. LIM I v h = pub r 1 11 rN_rLR sE ".�1 v " • -I,; ALIGN \ ..-REE 4<EIGN15 3 IGNT : : � 1 2 rr; OOCLE-Nh5T'-I•�.i \ 5`.. I>N` ._.-- ...._. —ELE-R. ( 1 JNiINO D 1 R..'•'S,,4 x 3119i+ EDG OT/ Q sL -e-FLA pit GYMNASIUM. rl—I— DCR.4LE NHLS-"9'q —n TY..�'�O�iNTED i w ?0.:2 /' :115/4 / r^.J"N� 1 �• tp� -AEOVE �i _ PpSLEJEAIG•2g59 -_ .. --_- i -Y':12 -7':12 II 12 1 Vote 50.'3F 31A1K11- Y � � 40 T. : F �n EDEE.Gr DJR.1ER t50NR �-I. m _.__- '> I u � T- _ EWFb L9RMER EC�E. I� _ ...__ ,_ r _ i1 f I : ------------------------- ________ ______.__ IIIII I b 1 .. RAILI __.._ -_...W.. ..... �- A1 ENT.l+u o. xrsa ib+ .._...... ._ ROOtC DECK --_- Y O.o?1NL--'� NOTED RERR6E) ss 15• q,,j ,_6 — ROOF DECK� V 4LL'Nt:r1ALL xa TO 5E I- ... I c UId.55 Nr-Eo om`.Rru3E1. - - I 1 � ' ILn ,w 1�occKING Dco TO I V v�i W..LI.S WITN POL1.0 R- TiF RED EERn- Ream. : i I Tmli Dnvi, NOT D 4LILT2J'ARE TO • .- --F ' __LLLATED 51UD (N1.3'I.OFF TIE. }i._ _ .;'.: _-_ - _ __ ___ _ _ __ .'ILD- ryAL AS_+I.i✓P'N PLAN: I. __ _____ __ ___ _-_ __ ---- 'ILD- __ __ - _— rvINDca;.-r r-.aeNcl:cccRs ro BE" LLa'. --- -- -- -- ---- --- - -- 0 EERIE. E E_YT ,MPALr-RE51 TAIR I i C 5 NEE.N 6TN`D.OF MA5-5 ATE SLD6.. ` ' �. I zOD'(R-FER C CL/ATiOh5 FOR rd.N11N. ...._-. V PATirRN5/ - •� R ER TO EL-JA 10R FOR Al DOM O fo R_N[IGMiS•acP/ 5::31FLYO.R" 10':12+/-GABLE ROOF ATBAY' m c) N TO VARY A5 NEEDED TO ALIGN WITH GREA5E'AT-1:12 5HE17 DORMER '�, la4•' � � 13w' job'no.: 1f 5 dale Oe OGTOBER 210+ --;T SCale :. A5 NOTE. drawn KmH �qa rev. 4 rev: 5 E O V 0 F `- V v e L H N SE—D FLOOR LIVIId6 AREA.=160 50,FT. Imo•. C 0 F P L A N A-2, U 5,LCALE 114- • 1'-0" S'O.=.L E, 1;4` 1'-0" ISSUED FOR PERMITTING sK 2 of 5 I - e ETRUCTVRAL FON,IDAT!OIR NOTES 2S-0 Eo' v0. FOIMDA?ION GFJERAL NOTE$: t/f NO ER D,.F DEB PLAv"EO IN WATER. ¢FROZEN r„OIL -COryL2_ FROST MALLS TO 10'THICK -SILLS TD BE l KZ PRE5EU2r TREA D)W B/P'KI2' C ON 23%12 hN E_�S IiOTEDI GONTIIdGV$' 6ALVANILED STEEL ANLHOR L-0LLS f 3 O'OG"IN AND '} . LONG P:or"Wr KEY I}EIGHT OF ViALL. a I_'FROM OCRhERS(GARAGE O FA/E(Z)2.Yr 51LLM -C.',LRcTE 5T¢NGn{MIN F'O.SQiO FI TO BE BASED ON GRADECONGIT ON9 3'-0' rvr ANLHOR BOLT AT -0"O.GJ BOLTS SHALL ENGAGE A-28 DAYS M!1.FRON FIN.GRADE TO BOTTOM JFI FCOTING) BOTH MATES AND 6E FAaTENEU W/ ,R FLATS WASHERS. THERE SHALL E A MIN F 2 BOtTS FE0.SILL.Ih4GHER. -AL_P.E!NFORLIHS REAPS iD BE ASM 4PI5,.. O SIT ON LTF'cR_ILL.5CE DETAILS,IGTLS'nIN"XHECtiE 3 f1JI� GRADE 60 DEFORMEDBAft$ GARAGE SLABS OBE i'LOFA:RETE ON GHI6.5-9-FOR 4NGHCR.E!OLT5 AND OTHER GONIEGTORS c0 PS11 ON b WELLbRADEJ G,YAVR FOR �B GP SRERSTRU;MtE 70 BE.EKI-DDED n -GUAR COVER FOR MINFO?G145 TO r'5` , ---H'GMJ WALL ON' COMP TO 9S4i NV-`DRY DEN51T'f:SLAB NN F ,. TJ 50TTCH5 OF FCO'I!Lc51GA5 PG PIh"3T' FOOTI!ki 10`.AIPPORT T BE-Lv-PED AFPRJR.9"DOIVI TC '�� EARNI AND 2 Ai 51DE3 F Fppi I5_OR STONE VENEER. uVER4FID GOORS PWTINLc$AT MASONRY FIREPLACESYO � .ILLS. PRJTCT 12'EEYOHD FIREPL+.GE&INDATION STE 5 RLLPIRAL G[ILR.4L.NOTES •EASEMENT SLAE$TC B'i CONCRETE W/v5 MBAR 8'OC.EA WAY;INTERLOR FNDTN, Ai TTPICAL DETAILS NR OTMEB.- ED FFI/W/WWYI Px0 WI6.VNL.WIRE :O BE Z'CMh GYI 12-THICK GCNCRETi-FOOTING 'H ON B,MIL✓AFCR BARRIER REOJ R-MiNiS. i MEOVER-b-WELL-5RAOl.D CRAVE N o y E S J !O BA$E PLATE'lttP: GOM4LTED TO 95F MAX.DRY DENSITY ALL s e LowN�noNs Fa.Geo- r A ! .._. __...... ...._ .A$ _ IMFGR IWL Lit TO5..','LNRAL. A W ri)S P OOI:TG(DRILLED 4Db A9ED lR-FER O Dry 5-2 FOR GOL LCGATIOIMI O Y ENDED TO aAF -SLAB / �.:ttF.—MOM s .- RLG�^;ROI.JOINTS,M hO BI86ER fixTlC»C. e THAN GOO SOLAR_FEET @ /� I iv O ' F b r' \. 31 • i ----- ----- - - ---- -- -- N. I i AFII. :.^.929 AWNING 29 A ^r ¢FCR TO LE..TBD LIFT MAN!- I" !NUNn ,5 WIDE X 2 H5N) -fMAI INS 3 W DC HIM F:Y'.7UMRS SPEGIFILATI'Jt15 i I —CAL R:0,2i 51 V 2-5 112. i QO : 314%2 5:'J:1 ;. FOR EOLTINS N.STALLATION _- — ' -Al .FRO. �. FROM GRADf 0 - _— �•.. EClTCMOF'FGDTI�NS ' FCI,":DATION WAL DETAI : I TYFiG4J - UBAY ABOVE rA_ AWNING 929. Q t _.. -_ -.�'. >W I._ _..' MRT�-amDE N!i. v : AFL.FOR B0.T5�. O' ' FRO(CORNERS ER 51LA_,2. .MIN f_!BG1T5TLi SILL. ..I i. - '� ELEv.Ic'-o•no.ao7 i a"L�c-CIF ML _ —NNExCAVATED 'r t� � `TMERIGAN LJ'TOM LIFTS' IFE I L6 A RAG _ cR SNNLAR!_MDDBL Mf-G SINiLE POS-.4RY.'LIFT A'Ylka 2929 1 HG 53;i :� I F N S AS TO rO. . f�HALL W.'v5 RE@AR FROM!IC4SE II. ---- —5/Z'FL.bYF...BOANO� - / 1 :�.. i AL CEILING- Ii i L: : i ( r C I � ��—FLO GTPC¢GH�'TITCH FLOG LZ'PER I_ ." , " ^OCR iU IhTSWIN '^F IM:AN. - ; 7,NANnILKET�F E$:ITSI_- 1 2 0 CJ/1L,4F 3-aC8-P Ro:.,2a.^xb-q- --- f _ ,,-- .-- --- e L L l \ s ' F�`.✓/.,%^�ij y' \—:DRO Tc � __.__ �...� -.' � Q r' -WAL T f'roF. .: .� v OQ A' '-�y i /� AWIVIN6:.291a' li^BGUARE aFERED-' /ff _ J - l '+' "'LL�0,�., —'-'�� y-' - - t I ✓JEER+ ON_TONE /.� I I TO / \ : NOTES/L , m Ic'ol.4.coNG,T'BE� �Yo� J GO^IG2ETE SLAB.WL—'I- j..' i j. `�� p� '1 .. SLNE5TONE PAVER '.. ' /• I 6 p . <�,� /, �d�\ .. T FRONT PORCH. AlHAINCHED vGE.O"1 �`�-,� ,!,..- .______ ___ .__ _ ___ ^ -. It MALLS VENEER.AT- N--�•• __:I T—+ \` \ \� 10'VIA LJ4C.TJBE. '�y',j, - - . ti s. u,f `v z / ' C0.UMN TO BE CL POSITIONED ON PLATE' - .. fd 'A✓ AcccRD 46 TD 2xb: 4.Mr 4 4 No E j V etLn O 1 WALL LGCAPONS '".�.\ j. j 6ffNF-.LL FLAN HC'E5 - V�1.^�' (V = _O M AN YI69 0 3/i\ICxli a�}�����+{� n n - A4-cxT MALLS t0]C_V 5 9 Ib'r W J u LL- BAS=PL4t-FO-I ON'EP-- .� I I O. .JNLESS NOTED.CTHERN[BEE)' S� N N L RDN ON FOLM, W WINDOWS i GLIDI46'DOOR TO 5.FELLA'APCH AN' BLA:S MELT NiI�ED.I F MA 5 STATE 51-cs ro/ O LL- iYP b%N>v.•0--__ _d ' PATTERNS) �.L..L� 7'�, LODE tMFER TO EL l.4nONS FOR MATnN tV_. BASE F A IxdTIS - It BASE ELATE ; O, I� m -REFER 1D 6 /AnONs FOR W�DCN. 'D 4 U R.O.HEIC-We ABOVE S OILCOR ppP� DOJBLE 511.E ! I ��a �IR L} '`'L. .. FaNDATIgT.�WA�L TOP OF- 6 I� V— Q� ',_ WI./ FJUNDAPCNWALL.. 5 DE ENTRY DOOR BY SIM?SON a 9 .Lo•D•iloac7 - EL.,00l - �o ol . rcf • 3)1`q'A ANC:'1OR.. �- I .. Q; P N S --- SOL a b'XIO I'-11!-' 9-I IV?- +•O' - 9 1 V2' I'-1 IR 14-SGJARE TAF-RED 1IEER6LAS5 Q O O . ,IDx3 .1'-1' DRILLED AND /' i .__..__ GOL.:TMS 6Y LH4C<WORTH FCLYSTONE. 1-L (_t v5 RE6AR: I. II '' .. LCMpPpp��ITS PL-LAN ORDER{TE h0.FOLK. ' j: }.I SD ENTRY;14-DI ' - I'-D '_5'-g• I'd Y: -II,L" 2''{• 1�-O M WME PA'E FOSS DOM INSIDE: -- aa.HCRIE.REB.AR—� _ON 0`I.RETE.WALL - it :: - job fr0.: I•{09 S c�( LCNGR.. FOOnNS .. ( t,B'JL:. A ( W/KEY •r _._. 25' - / - date' O9'OGTOE3E aMI V F 0 U N D A T I of N F L A N �o aEiE om GJ CC7� / CC C o e� o' 4. TOP OF-DDT.IIA. 1- __—_ (— ,I_-•:........ SG A I\ A G_L O 1� L '0 0 Imo.' !. L r� Iv. G•VCA.GE`.a LO 1.50,.FT. SC810 rNS YOTC i —r— GALE:. I.'4 v.'.,_p / iCP OF FrbnNG ...., drawn KMW. HI v5•/ERT.--' / rev. R�"PR rev. y, ^- LL .+__•.^ --.... _ �'CVC V i 1C�J''� fil e5 5ENT REB.1R-�—/ EMEE7JDED IN DA.TION D=T,AIL - W�.y� AL-yd' FGDrIrGELE`✓ TION'✓IEW OF REE.4RA- 1 , ni - t/ti- �- � DETAILING AT�.OLLh-1N5 i^,� P`I'-D" �� c.-:+�'--_�.... S G A L E. I. a !•-O',. �/ U o ISSUED FOR PERMITTING slit I of. S . ._........ . ._._ ......................-......................... _..,....._. ...... . .-:........ _. -._ ......__.... ...... .............................- —_. -........ .. _._... _......_ i ZONE. Rf-I Arav a(gmM)B)).r2a SF(RPap) ;T 4 r 0 t(mNf 115�a Yid rl BUFFER ZONE CALCULATIONS EXISTING PROPOSED MITIGATION REQUIRED 0-50, 0-50, t '�t 1'+` r •. �e DW ESLORY 1,184 F. DWELLINGACCESSORY 379S.F. ACCESSORY=OS.F. ACCESSORY=OS.F. 5 (` , o OVERLAY DISTRICT.• DRIVEWAY S.F. DRIVEWAY S.F. ti`s v-uwaa.ai> .r..ito,Dancer o• POOUPATIO=O S.F. POOL/PATIO-0 S.F. A.sn..a.a Rr.a fpauuee C^'sZZ ;Do O WALLS(WALK=260 S.F. WALLS/WALK-0 S.F. 0—y aawcte'�o'i99] TOTAL=1,444 S.F. TOTAL=379 S.F. 'I F 9l^�v9f oy��rA+1 -1,064 S.F.X4=-0,260 S.F. P f oP0 SS Y Z a O 50400' I 50-100' 'y ,r•' 'f+ •. r+y NC>'♦'�l DWELLING- S.F. DWELLMG=2,8IS S.F. FLOOD ZONE: '• N-� 0 2 a s a 11 f 1E 14.Af¢u) LOCATION MAP orO z ACCESSORY-0S.F. ACCESSORY=1,119S.F. °ex°eofun„°•a`Sr'o „Gd'eion:,°x (t•=2o00'e) .per ¢ sFPn OSFO, �r- � �„ DRIVEaommv.ltr ro,,.r Ro. WAY-2,480 S.F. -3,677 S.F. :to POOVI/ATIO=0S.F. POOL/PATIO-3,769S.F. ra.2or4 y, p Hq m WALLS/WALK-0 S.F. WALLS/WALK=128 ASSESSORS REF.: S.F. p2�aol caseJJ Mop 141,Parcel 097 \ X x TOTAL`S=5,552 S.F. TOTAL-11,511 S.F. ,�O�• \��/�/ F s' [ +5,959S.F.X 3=17,877 S.F. a- O�GJ N07E'3 C / , =13,617 S.F.REQUIRED z o / o 0 1 ✓ =�o 7t° x REFERENCES: r.1r H' 2Z Deed C 198659 b _ re O Q O ¢O LLP 984J J �1)pyC`JCks Pe Q?QJQQ V N Ml - I 0'80'q( FX7,r 1 ter44'�Q re Q a N W c 1 $ 4 ry 2 LU¢ o DIRECTIONS: SJP _ p C Tq o ¢=W �N �Q, From n Take Main street to the -_ ems. \ H`70 RFP<'•9C Lf O KS Se/�S T. ltO� wQ w O Rotaryr-d exit onto Scudder Ave. lake a ______________ \ °_♦ FO BO,p r. right rgnt oaro smltn St oaa coa6aae onto Lreig Ile Beach Rd. Tum left onto Main Street __-e, 0� Dad loft onto C ne.aillouet La Mouse Is at the 1 / f'_.... -- .SiO.yIA - \\\UI IUU \.__ \u '' ` \•\ `\,t 1,,^ 4'9o•4p:- / a'�4\mac end an the right 167. � e D 6 E�tit y ' ,. ,,� ,.....r•.. s 50.OFP RI VEi' \. ° c 0i0p.'C\ II!//�•� �_- C o t P P � •�- .:'�-...�:.....`��yx_, .. 1 00 !1` ::::. ;.;.. '`"• Y� @'::f?:.::.= \ PAYED -"� I4...... 09 nOAr i y OR q6D o Asp 4 a 1 a m �'dF O11pp - o t ............ ::ir:a?::.';i:::::?i:::::::....:::::: :ir......:::::.::::.:::::�:::::.::::::�:.:::::::d::-'i:�:??i::L:•:'�" u 1! l QR�. 5 0 ° •+�;:rlf.... iUTd3Byf t S \ 1� � .ao�•e c ............................. ....................... ` ...................................... .................... ^ .................. .....:............... .......... ell, - �;..... ..:.::..:::::::::::::rt�t::::r:?:::;t=::::•�i:�;:::::...•-. �- \.11' � '7 F`` O.:e°• Q .. Qe° / � � � 'Rom` /' - 9Dao- . ........................... ,....i -Q .-R PDo6 O IS .:E. y A o-,tV �S`SOD N, M, c?ffF??Erii::.:• _ \ _ PP :.:'::7!::::::::::::.::::.:::::f::::.;. a 1, M Nrr - .......:.. 9 O ... :.. ............... 3 .... ::�... -...• ::r;% .P::..:::::;t;rt%:r::rvo ele Tn S♦ `1.\ ....................:::::::: ............ �- LCP 984J J N3q.4U IV QFMgSIP170 AV _ g' `So JOIH C. tiG �"+hl �n Legend: 3.: � 141A, Reduced O Light Post 4,y,1 A �e Co Py m Nose Rb O C6ybM �pilo Fsn L ,(J�\ O Day M-4 REVISION: Add Septic Details 10 28 14 8 utmty Pao —DMw— overh.od we.s >, NOTES: --25-- D.vauoa Contour „ t PREPARED FOR: PREPARED BY•�'^'o TITLE., SI to Plan L) The property line information shown was compiled ' Ceder Ire. , from available record information. ) Sullivan Engineering,Inc. Proposed Improvements 2.) The topographic information was obtained from on An drew Slifka fltO PO Box 659 N on the ground survey performed on or between Ostervflle, MA 02655 At O 5-10-13 and 4-11-14. 14 Lehigh Rd oak Tree J.) The datum used is NAVD '88, a fixed mean sea (5ae)426-JJ44(508)428-9617 to: 67 Caillouet Ln r level datum. Bench Mork token from Applied Coostol Wellesley MA 02482 RTK Leico Instrument. >- �18(y 4.) Coastal barrier resource area was moved as per Barnstable (ostemille) Mass. W US Dept. aI the Inferior(FWS/OBTS-BGMTS),Fish °nd 20 0 iD. 20 qD a0 Orolt: CTR Field: CTR/JOD/WHK = -_' Pine Tree Wildlife review case 2528 Review: JOO Comp.: CTR DA 7E: �C Project: Slifka Project d 33009 June 27,2014 SCALE: l,_20, V) A y -THE INSTALLER SHALL VERIFY THE - RESERVE AREA LOCATIONS OF ALL UTILITIES AND ALL PPOl1R" "aoL°690@ .•\ 11"SFt \ D6T"nt P{INL aTp1E®EROM 11E leeN a MlaNcwilF ALL MARKED WITH COMPONENTS SHALL BE N:ELECTRIC SERVICE BUILDING SEWER OUTLETS AND SYSTEM .PROFILE CARPED BLE EA MAGNETIC TAPE OR � ELEVATIONS PRIOR TO INSTALLING ANY NAIn WD cOMlaOI PALn COMPARABLE MEANS FOR FUTURE LOCATION. \ ? PORTION OF SEPTIC SYSTEM (taTT To SOME) '°a aarNEm amc . \ \ 7 Wcaan. ruin m a ox \ ACCESS CODERS TO WITHIN 8.OF FIN.GRADE ICCES`.COVERS TO GRADE atPMuu alaR!IIw,.VR SEE VENT NOTE ON PWO PaoviD¢INSPECTION PORT TO WITHIN 3.OF FINAL GRADE ( M T F'aIpY RT lr \}� £ ?� \\ 13.1' YMWW.75'OF COJFJt OVER PRECA,•7 +� ACCESS COMFIT TO WITHIN 8•OF FIN.GRADE GEOTDMLE FABRIC OR . T FAulg2f LN \ \i \ Q 1 13." I 2•DOUBLE WASHED PEASTONE osldwL w o2asa \ 1T nctTl M-t0 SLOPE REQUIRED OVER SYSTEM 13.1'. N°br SL 4y Mv141 t¢tto-2 U' - IM�sr w-te 4'eSCHAo PVC \ t \ PILING KD'PJ alsKui RDET /45pNp PH: Y I�X. OTPJ I Ri.EAT PIPES LEVEL 15f 2' TOP SYSTEM EL 11.85' Bmf 2' 10 ORMI wRIO WATER LINE 11.0' 10.70• ' 10 K 10.45' '¢ a MATE 10.38• 1 ./ l- 181 \ run uxi D.s n"12. 0 13 Ocu Wiw 11.43' u 4xP IT. 1, °6 MIN.SUMP p O°O°O°O°O°ODD°Op0°O°O°OT ,: 1 o�oo„o„o„° °o°oo°n°° °�c'c'o� °I 12•MIN.IM,DIN. 3/4" TO 1. 1/2" DOUBLE WASHED STONE _--�\"• '• \ `\ ' 8•CRIl5M1ED STONE OR MEOMN�^O T^O ,UF-TItE`EF-��O. PIPING TO BE AT.005'/SLOPE NQnhwket COMPACTION.(15.221(2D • FIEWFNf RtER 8•CRUSHED STONE OR MECHANICAL ( EGMU COMPACTION.(15.2.21[2D +I SOILnd \\ Gr J \ tmo oAL SO=TAHK/RRP C1nmER COMBO ALARM ON (SEE PUMP sma sE,rpns mDrO FLOAT SWITCH \\ \ 6`\ _ \• _ \\\ \ I \\ \ t SETTINGS: PUMP ON \ \\ OIIAI�`�\IIII//fir '•\ 8r \ \ \ 4.4"WORKING RANGE B• 5J'ADD.GROUNDWATER LOCUS MAP \ G \ EDGE OF LAWN =_ \ r� \ \ \ - 4.4' a�/BI�I11\ _•� \ 1"\ \ \ \\ (5•SW �x mDm PUMP OFF 12• ." %Ste) SCALE 1•=2000't 12' -SEPTIC TANK 3' SEPTIC TANK( PUMP CHAMBER - 3 D' BOX - 15' FACILITY .ASSESSORS MAP 141 PARCEL 97 \ N \ \ FOUNDATION- ./ CILITY \�\�`/�a1 \�s -• __.$, \ �c \ ��� \\ \ } LOCUS IS WITHIN FEMA FLOOD ZONES V16 \y' \\\� \��\^ •` \ \ \ \ SEPTIC NOTES SYSTEM DESIGN: (EL 13),All (EL 11). &B AS SHOWN ON NGVD - COMMUNITY PANEL P250001 0018D DATED \ \.. III//// \ \• q \ �^ \ \�'\- \ 1.DATUM IS - // GARBAGE DISPOSER IS ALLOWED SITE IS LOCATED IN THE C.O.MM. FIRE !IC\._ ') \•.• G% \\� \ \ O 7 \\ 9F\ APPROXIMATE 2.MUNICIPAL WATER IS_EIG, DISTRICT J \ - \\ \'• \ iz'p/ o \ S�` EXISTING SEPTIC SYSTEM - DESIGN FLOW: 5 BEDROOMS 0 110 GPD 550 GPD - - +^ ±IL\ T \ �i °\• \\\lll/// \\ \ q�;y TO BE ABANDONED.REROUTE 3.MINIMUM PIPE PITCH TO BE 1/B•PER FOOT. \a \+ \ /iG PLUMBING THROUGH PROPOSED USE A 550 GPD DESIGN FLOW \ \ - _ \91 e\ u \ \ \ ADDITION. 4.'DESIGN LOADING FOR ALL'PROPOSED PRECAST UNITS 2 TANKS IN SERIES REQUIRED DUE TO GARBAGE GRINDER - \ TO BE AASHO H-lQ . HISTORICALLY \;,y/ � a PIPE JOINTS to BE MADE WATERTIGHT. 1ST SEPTIC TANK: 550 GPD(2)= 1100' EXISTING AWN \ �\ �G \ yti1�r� , \ RETROFIT REMAINING PORTION USE A 1500 GAL SEPTIC TANK TO BEREVE AL OWED 10 \\ ! _ \ \ rG ' \\ OR `� OF DWWELUNG DE9w Y RESISTANT RS. 310 caCONSTRUCTION apaoo(TITLE V.)TO BE IN ACCORDANCE WITH 2ND SEPTIC TANK: 550 GPD(1)_ TEST HOLE LOGS #1-4 TEST HOLE LOG #5 . NATURAL STATE \ \ �IBiA\�\\�$ \I Z n115 PLAN IS FOR PROPOtiD WORK ONLY AND NOT TO USE A 1500 GAL SEPTIC TANK/PUMP CHAMBER COMBO - e0a SF IN eVW 4 1 * \ \ (750 S.T./750 P.C.) DAVID FLAHERTY, R.S., SE2755 DANIEL E. GONSALVES. SE #13587 2.BO4 SF BUFFER 1 I 1 IB \ \ \ BE USED FOR LOT LINE STAKING OR ANY OTHER ENGINEER: ENGINEER: \ ROPOSEb 9NGLE RAIL FENN/ PURPOSE. LEACHING: DONNA MIORANDI, R.S. DON DESMARAIS, ITS _ \ �\ AT EDGE OF wEn,wd / xou 7 \ wwo.WDwm e a WITNESS: WITNESS 1 s 9L� •r 1 / ' \ souls,lams a PIPE FOR SEPnc SY57EM To sa.40-+'PVC SIDES: N/A DECEMBER 5,-2008 FEBRUARY 25. 2013 \ S) 1 �P""plEp. / Arf V maWE°uEr MALE .DATE: DATE: BLS w°'� 9.WI HUTINSPECTION COMPONENTS NOT TO BE BOARD OF HEALTH OR CONCEALED BOTTOM 1116 SF(.74)=825 GPD \ \ SEG I � y Q `� �•t va to WITHOUT wsPEcnoN BY BOARD a NEA.TII AND - . PERC. RATE _ < 2 MIN/INCH PERC. RATE _ < 2 MIN/INCH ' cme al \ � 7r / - 'J i/ - PERMISSION OBTAINED FROM BOARD OF HEALTH. TOTAL- 1118 S.F. 825 GPD(1.5 x SBR LEACHING) - \ I 12431 1 13878 \ \ t-r I • / I• T •� "t CLASS SOILS. P{� CLASS SOILS P� DI CONTRACTOR SHALL 3 RESPONSIBLE FOR CALLING A�� f° DIGSAFE(t-888-x4-723])AND VERIFYING T¢ USE SCR.40 PERF.PIPE IN A BED CONFIGURATION AS SHOWN PER PLAN RECONSTRUCT MAIN PORTION LOCATION OF AL UNDERGROUND&OVERHEAD UTILITIES WITH 2.5'STONE AROUND AND 5'STONE BETWEEN LATERALS OBS. WELL INFO- OBS. WELL INFO- / / OF DWELLING FLOOD RESISTANT PRIOR TO COMMENCEMENT OF WORK. WELL- MIW-29 WELL-' MIW-29 FOUNDA110N REQUIRED.DESIGN ZONE- A ZONE- A BY OTHERS. _ 11.ANY UNSUITABLE MATEFGAL'ENCOUNTERED SHALL BE I _ \ REMOVED V BENEATH AND AROUND THE PROPOSED DATE- NOVEMBER 2008 DATE- NOVEMBER 2008 A \ l I READING- 9' READING- 8.54- O LEACHING FACILITY. MA ADJUSTMENT- 2.2' ADJUSTMENT- 1.9' 12 EXISTING LEACHING FACLLiTY SHALL BE PUMPED AND APPROVED DATE BOARD OF HEALTH , \� ` ` 1PROPOSED REMOVED. 'Lti •\ SEPTIC TANK E 10.3'GAL ^ -ELEV..5' ^ E3LAEV r, E3Iiy: ^ ELEV. . \\\ +IE •'\\ �•\ p�.- 10 11�\,� ISM GaSED Q 10.3• Q v Q VAL - M,1.Y43/2 S V -Q VA . Rw SEPnC TANK A A PUMP CH=COMBO LS YSVSAM M \\ 38' l 1. \ -f /Ali\^' APPROXIMATE /T rZ, w mwtt-tam r / EXISTING grnC SYSTEM TOMB 3/2 _ 3/2 8• 12• 10YR 3/2 14• 1 TYR 3/2 Wit wn-OIQ, CIE \ DECK TO BE REMOVED 10" - 12 W ABNwn v uKSlAtac as w.uKm emteTATa taooD• uc a ruu°f`morAL�auiealm r�T� /i O o Lr,��WnK aEAN IMIw�\m � �IJS � 24• 10YR 6/6 11.4' 36• 10YR 6/6 10.3' '" 30" 10YR 6/6 8.8' II \ ElasTmG I „• / MLm" m'ms'a°inlveiti+soa'a°A 1OYR 5/6 10YR s/s Cl Cl _ Cl j DWELLING lac v amru IgtOY IONR Ato::Waal 30• 7.9' 34• 6.6' PERK PDRC EXISTING WOOD DECKS •1\ �\ \ TO BE I./ -C a\ DAW®Faa atsDftrot - FMS FMS FMS RECONSTRUUCCTTEED IN \ �• J\ SOIL ABSORPTION SYSTEM C PROPOSED C 61• 2.SY 6/4 8.3' 60" 2.SY 6/4 8.3` 85" 2.5Y 6/4 4.2' THE SAME FOOTPRINT. - \ / \ .116 SF -. \\ 'iJWa \ ' \ t"""° INSTALL 7Yt OF 40 MIL POLY LINEF C c c /9 TO PREVENT BREAKOUT FMS FMS / / / \ \\\ \+ TOP OM EL 7. - �Lg \ EXS'iNG j7 / � �\ - .\ � 2.SY 7/3 2.5Y 7/3 Dwf[uN0 \ l:�K , \_ \� \ , BOTTOM EL 7.85' S•4' / 96" 2.SC36 6 96• 2.SC3. 6 5.3' A6j.'dWs 4.9' PROVIDE VENT WITH MS MS 99.6" // 3.0' a1ARCON.FILTER ADJ. 7.0' ADD. G.W. 6.7' _ AND SUG5CRFEN(FINAL - - - - - 2.5Y 7/3 2.5Y 7/3 120• 1.3' ��i top•4 PLACEMENT WIN 66• nPIR In W4.8' 60" - 4.5' ADJ. G.W. 5.6' ADD. G.W. .5.T ?\ _J _ HOMEOWNER CONSULTATION) - e - - - - - C3 MITIGATION '`a �°.\ '\ y 3q"\\ -� to ° 120" 14 118 a 3.5' FMS �i`d` \ .- __ _ _ a E_..Alft KSE COMC.eouNo 144• 1.4 156" 0.3 144 2.5Y 7/3 -0.r s OG _ h r 108• 1.3' 108 -0.5' O-� \ \�'■\ ? ° Ct�D -- . TIT ELEV.t2E' -- HOUSE&DECKS W/IN 50'WETLAND p � eL \`1 PoanaN\a DwEwNc \ -+tea EDGE 0 LAWN s/ _- -9- - BUFFER= 1,167t SF �L$,o\ \�tll TO @E REMOVED PROPOSED MITIGATION: ALLOW 10'STRIP _ 1p4p � .\�I PROPOSED SPLIT\ _ -_ \ a - /n2K LIMIT OF LAWN (1.299 SF)ADJACENT TO THE EF+�°n�9Z BWII WORK UNIT \ \ �� U, �TALTERNATIVVEE AS LBVE&SILT_ e---l ®= UNSUITABLE MATERIAL WETLAND TO REVERT BACK TO NATURAL p J Tro� m1 a PROPOSED EDGE OF' �VVEADnOU PROPOSED EDGE OF -- - STATE. ^^^�^\ , �I/�iIN\AINED LAWN �� ON -MAINTAINED LAWN A04 SF OF EXISTING LAWN IN THE WETLAND „ >� �;\ so`• \ e �' '° TITLE . 5 T PLAN WALL ALSO BE ALLOWED TO REVERT BACK ( BENCHMARK:TOP�0`7NER of - .^T _-T O ANATURAL STATE. FOc•. AT 0".t4.w\ -"' - S F, - to ASINGLE RAIL FENCE SHALL BE �`''� \ �\ ---- - CONSTRUCTED TO ESTABLISH AND MAINTAIN �° \ \ - ART 10 CONTINUE - / OF \ PTO BE VOWED j THIS coN0lnoN. \ �po\\;\ \ � �; �,� ..; - 67 CAILLOUET LANE W''• MOWED ATHS 99LEGEND- EXISTING DR �PALTTY (OSTERVILLE) BARNSTABLE, MA x PAt E 5T SPOT EIEV �\ A _S MAP 14".CL 97 PUMP CURVE FOR RIVERS SRM4 4/10 HP PUMP ereo=63,307t t -- i. / PREPARED FOR off 508-362-4541 -{j)$}- PROPOSED COMOUR �•••� WETLAND - Qf Sq. 'F _ ! •%y`'� / I tax Sob-3.com 0PRorosm SPOT EL _ PLAND=51,177t S Ft. % downcape.eom © ) � e q' �- :r�� MICHAEL J. FOLK down cope engineering,.inc. 0 rFsr HOLE SW1° \: M""'B��t DATE: FEBRUARY 27. 2009, 1i_ SLOPE OF GROUND ~• `__I--_--- % `� C%V%l engineers \. B F„ i' r nor°$ �,�ot REV. 2/7/13 (NOTES) land surveyors UTILITY POLE `�•-•••-. i 4,I. '� aE � �OANIBLA. DANIE REV. 2/25/13 (ADDRIONAL TEST HOLE) 939 Moin Street ( Rte 6A) 1� nRE HYDRANT 'JE NIB O�f'O p �l C1 O.IAUk Sccle:I"=20' Rgsoae YARM0U7HP0RT MA 02675 Np1p M0""61B°a YO"'"""° elt I 4 o q g °D - - �$ I. `FF a Gt /` 0 TO 20 30 40 50 FEET DICE #08-267 DATE DANIEL A. OJALA, P.E.. P.L.S. . 08-267 FOLK.DwG(DDF) L0'f— x 90'f— x Sl 'f— x AUG 4sug I..................... : I s x I �L Z— x -L8'Z— x I x � - I I OL' — x SS'Z— x I Z I , � I _ Z9 Z x 69'Z— x I Sty'Z— x O-P•Z— x x ,•Z— x gZ•Z_ x O,S� Zx x LZ'Z— x g ' O p L Z— x x x ,OZx 8 10,02 _...._._ 0'89 dua Dd ,p Q.T.....- P6'L— x 98'1— x SL'L — x 86•L 0 l— x I. I Jald ,0'88 l�'l x I go,L— ,�c..... 196'O—._.X._. ......_............ _.....:... ....... w.. . . LO L--..x..._...... 6S'O-- x . ......................;.......... ....... .,.......... - - - - MAW .. — — — _ JO '6'STT 71-1� _ I- \ —F �IDMPJDOG I i MHW — ysJDly �o a6p-3 I \ 71H / I uiD u�a�y o f 6 U./ slx-7 �-7 \ �� *THE INSTALLER SHALL VERIFY THE \ RESERVE AREA LOCATIONS OF ALL UTILITIES AND ALL PROVIDE ACCESSIBLE QUICK DISCONNECTS 1144 SFf 00 ` ELECTRICAL PERMIT REQUIRED FROM THE TOWN OF BARNSTABLE r BUILDING SEWER OUTLETS AND SYSTEM PROFILE ALL SYSTEM COMPONENTS SHALL BE \ \I CAUTI N: ELECTRIC SERVICE ELEVATIONS PRIOR TO INSTALLING ANY MARKED WITH MAGNETIC TAPE OR PORTION OF SEPTIC SYSTEM (NOT To SCALE) TO BE INSTALLED INSIDE COMPARABLE MEANS FOR FUTURE LOCATION. \ g \ j _ \ ❑\ ON ACCESS COVERS TO WITHIN 6" OF FIN. GRADE ACCESS COVERS TO GRADE BUILDING. ALARM To SEPARATE CIRCUIT FROMM PUMP BLAZE, JOHN V do BARBARA P TRS � � •' \\ VMS BOTTOM OF STRUCTURE 1 � PROVIDE INSPECTION PORT TO WITHIN 3" OF FINAL GRADE (SEE VENT NOTE ON PLAN) THE 47 CAILLOUET LN REALTY �� \ 13.1' MINIMUM .75' OF COVER OVER PRECAST ACCESS COVER TO WITHIN 6" OF FIN. GRADE 47 CAILLOUET LN '' � '� � \� \ O � GEOTEXTILE FABRIC OR OSTERVILLE, MA 02655 \ \ ( 13.1 I 2" DOUBLE WASHED PEASTONE �o MAP141 PCL 98-2 PRECAST H-10 1 3.1 , Main $f o CTF:163,672 \ � \ � PILING RISERS (TYP.) PRECAST H-10 INSTALL INLET 2� SLOPE REQUIRED OVER SYSTEM4 2'0 RISERS (TYP.) 4 �SCH40 PVC LOCLIS \ H \ � � 2'� TEE 1" ABOVE „ TOP SYSTEM EL. 11.95' � 4"scH4o PVC OUTLET INVERT PIPES LEVEL 1 ST 2' \ I •+' 2" PRESSURE LINE _ 'fast Bay \ APPROX. WATER LINE *1 1.0, l 0.70' TEE 1500 CAL H-10 TEE '� , , TEE TEE TEE SLOPE TO DRAIN BACK TO PC ~ , :. 0.25" WEEP HOLE o o SEPTIC TANK 10.45 10.38' 4' UQ. LEVEL ppp��p ppgp o GAS BAFFLE >.y 1 0.1 3� a CHECK VALVE o °o°0000000° o� 1 1.43' �� oOp � O�op ACME OR EQUAL o 0 0 0 0 0 o pp oo S 4' LK#. LEVEL MYERS SRM 4 ° °o°o°o°o°o°o o° cs� a o0 \ \ VP \ + \ \\ \ \ ., ACME OR EQUAL SYSTEM SUBMERSIBLE (OR EQUAL HP PUMP o °o„o,o„o°o„o °11.44, oo 0.5' pO oo e pp g8 e OCOO O 0000000000000000000000000000000000c 'o o •o =o...o,. • ;:o <o O..O..:0 :c 11.61 6" MIN. SUMP _ EL. 10.7 0 0 0 0 0 0 0 0 0 0 0 0 00000 0 3 o 0 0 0 0 0 0 12" MIN. INT. DIM. 3/4" TO 1 1/2" DOUBLE WASHED STONE 0 0 0 0 0 0 0 o c O�O�OOrO"O O^O,O"OO^Or TUF-TITE EF-4 PIPING TO BE AT .005' ' SLOPE 6 CRUSHED STONE OR MECHANICAL COMPACTION. (15.221 [2]) EFFLUENT FILTER 6 CRUSHED STONE OR MECHANICAL b Nantucket \ (OR EQUAL) COMPACTION. (15.221 [2]) L0 Sound / / ^ o \s\ �•• \�\\\\III////�� \ \ \ \ •. \ �+, \ 1500 GAL SEPTIC TANK/PUMP CHAMBER COMBO ALARM ON (SEE PUMP SWITCH SETTINGS BELOW) FLOAT SWITCH SETTINGS: PUMP ON II ItoI \III/// \ \ \" �� \\ \ 4.4" WORKING RANGE 8„ \ ,. 0 \ 5.7' ADJ. GROUND WATER �+ �+ \\ \ ,�o EDGE OF LAWN. + ' \\ \ \ \ 2 5 4.4' LOCUS MAP . \ ( > ( ) PUMP OFF 12 ( % SLOPE) �\ \ \•• \ \ 7G SLOPE 1 X SLOPE 1 SCALE 1"=2000't 3' LEACHING \ T 12'-- SEPTIC TANK 3' SEPTIC TANK/PUMP CHAMBER D' BOX 15' ASSESSORS MAP 141 PARCEL 97 FOUNDATION LOCUS IS WITHIN FEMA FLOOD ZONES V16 i \\\\�B 61 s \ \ 9 ;+ _ _ so "�Ild 2 \ \••.\ \ \ FACILITY �1�II11� SYSTEM DESIGN. (EL 13), A11 (EL 11), & B AS SHOWN ON COMMUNITY PANEL #250001 0016D DATED \\_ /) �••.` �a I II ll//jam 1\TH-1 \\<y ,o \\ o \\ °o•\ `\ 7/2/1992 GARBAGE DISPOSER IS ALLOWED APPROXIMATE SITE IS LOCATED IN THE C.O.MM. FIRE BVW B + \ \'' \ f0/ \ \ s�� EXISTING SEPTIC SYSTEM DISTRICT DESIGN FLOW: 5 BEDROOMS ® 110 GPD = 550 GPD �`•. \ \ TO BE ABANDONED. REROUTE I = \ \\\\\\ /�� \ \ \ \ PLUMBING THROUGH PROPOSED USE A 550 GPD DESIGN FLOW \ \ \ rpil + = O \ ADDITION. \ \ vw4 2 ��� \\�� '• + \\ 2 TANKS IN SERIES REQUIRED DUE TO GARBAGE GRINDER HISTORICALLY \ �/�Inll1l�\ MAINTAINED \ \\\\\Ij�� '//�11�\\\\ \ \\ 1ST SEPTIC TANK: 550 GPD (2) = 1100 EXISTING LAWN \ \ i \II RETROFIT REMAINING PORTION TO BE ALLOWED TO \ I \ \\\\\\ /�i� ,} \ O,Q USE A 1500 GAL. SEPTIC TANK REVERT BACK TO \ _ OF DWELLING W/ FLOOD RESISTANT NATURAL STATE \ \ \ \1 \. /F \ FOUNDATION , DESIGN BY OTHERS. 2ND SEPTIC TANK: 550 GPD (1) = 550 804 SF IN BVW \ 1 ���//011111\�\�\\� I 1 ` '/ \ \ \ USE A 1500 GAL. SEPTIC TANK/PUMP CHAMBER COMBO 2,163 SF BUFFER I (!///IIIIII�\ \ \ 1 \ (750 S.T./750 P.C.) �\ \ VW5 PROPOSES SINGLE R�IL FEN 1 ROPOSE[S. \ �lo° LEACHING: AT EDGE OF WETLANtb ( � WORK LIMIT r p \ SELLARS. RICHARD B & TEST HOLE LOGS \ 1 } 1 INE & SILT, • . "I,,. •9j \ r' •• \ SELLARS. DORIS S SIDES: N/A \ \ 1 I ARRIER ., �� oti� O r0 70 CAILLOUET LANE o OT�IL�L 9702ss5 BOTTOM 1116 SF (.74) = 825 GPD ENGINEER: DAVID FLAHERTY, R.S., SE2755 \ q / >> N CTF:a1417 OBS. WELL INFO- 7° / / J 0� o TOTAL: 1116 S.F. 825 GPD (1.5. x 5BR LEACHING) WITNESS: DONNA MIORANDI, R.S. WELL- MIW-29 I \\ \ evws `'s • rt, I } / / . ... m DECEMBER 5, 2008 ZONE- A ''I� / / �°� \ FD 0 USE SCH. 40 PERF. PIPE IN A BED. CONFIGURATION AS SHOWN PER PLAN DATE: DATE- NOVEMBER 2008 RECONSTRUCT MAIN PORTION WITH 2.5 STONE AROUND AND 5 STONE BETWEEN LATERALS PERC. RATE _ < 2 MIN/INCH READING- 9' OF DWELLING. FLOOD RESISTANT ADJUSTMENT- 2.2' I O� FOUNDATION REQUIRED, DESIGN I 12431 O \ I I 1 I � ED BY OTHERS. CLASS SOILS P# I 00 \\ Bow 1\ x \ � �� II Is D \ / / 1 MA ELEV. ELEV. ELEV. ELEV. �O \ \ I \\ �� I APPROVED DATE BOARD OF HEALTH ,� 4 4 W. 4 , 12-' \ x DWIS IN6• I I 1 /� PROPOSED 0 10.3 0 9.5 p 13.4 0 13.3 \ EXIS uNG\ �� � 1500 GAL. A A A A \ \ / ti I SEPTIC TANK SEPTIC NOTES L� - TES 1 �� � PROPOSED ��i �//. ��'/ � a' .�„ i..,�`,/- :. \ "\ z \. �° i 1500 GAL. 1. DATUM IS NGw 1 OYR 3/2 1 OYR 3/2/ 8" 1 OYR 3/2 12" OYR 3/2 ' \ I/ z - SEPTIC TANK/ 10 12 B B B�NV8 c� \\` - I / PUMP CHAMBER COMBO 2. MUNICIPAL WATER IS EXISTING �LS /LS I MYKRANTZ, SUSAN M \ J 23.s � � � / B B , 86 ARNOLD RD \ g1.6 I EXISTING 1 1 p �/�/II \��� APPROXIMATE PPR XIMAT TIC SYSTEM 3. MINIMUM PIPE PITCH TO BE 1 8" PER.FOOT.WELLESLEY, MA 02481-1228 4 \ DECK v / LS LS 24" 1 OYR 6/6 1 1..4' 36" 1 OYR 6/6 10:3' I ( 531 MAIN STREET) \ TO BE REMOVED I MAP141 PC8L 99 - 1 I N? ` / 4. DESIGN LOADING FOR ALL PROPOSED PRECAST UNITS 1 OYR 5/6 1 OYR 5/6 Cl C 1 ��j \ 5' REMOVAL OF UNSUITABLE SOIL REQUIRED TO BE AASHO H-M 30" 7.8' 34" 6.6' PERC \ �m DECK \ 000 AROUND PERIMETER of LEACHING FICILITY, FMS FMS DOWN TO SUITABLE SOIL LAYER. REPLACE \ i 1 a) D, � _},_ . .• MATH CLEAN MED. SAND, TO MEET 5. PIPE JOINTS TO BE MADE WATERTIGHT. „ 8 3' " ' \ ,r EXISTING I / SPECIFICATIONS OF 310 CMR 1&255(3) C C 61 2.5Y 6/4 60 2.5Y 6/4 8.3 \ 1 DWELLING r11' `, -p 6. CONSTRUCTION DETAILS TO BE IN ACCORDANCE WITH EXISTING WOOD DECKS TO BE :..-o \ PROPOSED C2 C2 TO BE SAVED OR \ \ DE K ECONSTRUCTED I ^C" H-s\ SOIL ABSORPTION SYSTEM 310 CMR 15.000 (TITLE V.) FMS FMS RECONSTRUCTED IN 3\ \ .116 SF PERC / / S /S THE SAME FOOTPRINT. IBvw9 / -\� \ 7. THIS PLAN IS FOR PROPOSED WORK ONLY AND NOT TO 2.5Y 7 3 2.5Y 7 3 TH-4 INSTALL 72't O, 40 MIL POLY LINER BE USED FOR LOT LINE STAKING OR ANY OTHER 9610 2.5Y 6/6 5'4'. 96" 2.5Y 6/6 5.3' / :PROPOSED \�;• 13 TO PREVENT BREAKOUT PURPOSE. / PATIO \\ \ � '�i,;'�'a� TOP EL. 11.95' C3 C3 BOTTOML. 7.95 & PIPE FOR SEPTIC SYSTEM TO SCH. 40-.4 VC. ADJ. G W 7 0 ADJ G W 6 I E � MS IVIS \ \-�` \ 9. COMPONENTS NOT TO BE BACKFILLED OR CONCEALED - - - - - - - _ -1.5 \ ps\� \ 12 l� WITHOUT INSPECTION BY BOARD OF HEALTH AND 2.5Y 7/3 2.5Y 7/3 TRNSC 1 \ \>> �' �y�_ DE \ `�\ \\ P�1 PERMISSION OBTAINED FROM BOARD OF HEALTH. 66 _ i 4.8 60Q25. - 4.5 ADJ. G.W._ 5.6 ADJ. G.W_ 5.7' TO BE '• ` �L�_ PROVIDE VENT WITH BVWyO / �iQ. \ 21 1 \ \ a+ r� / _ ' \ \ \ ��� REMOVED•, 1� CHARCOAL FILTER 10. CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING 120 - 3.4 118 _ 3.5 \ \ h- - �c AND BUGSCREEN (FINAL DIGSAFE (1-888-344-7233) AND VERIFYING THEOBS G.W. �' 1 I \\ \ ��\J 100 OF _ _ PLACEMENT WITH LOCATION OF ALL UNDERGROUND & OVERHEAD UTILITIES 108 1.3 108 -0.5 144 1.4 156 0.3 1 1 - _ - - - HOMEOWNER CONSULTATION) PRIOR TO COMMENCEMENT OF WORK. 70 MITIGATION �� \ '•, 1 1 \ \ "��.�0\ \ \ (12] •• ••' ` 11. ANY UNSUITABLE MATERIAL ENCOUNTERED SHALL BE y G \ _ - - - - _ [11 BENCHMARK: USE CONC. BOUND REMOVED 5' BENEATH AND AROUND THE-PROPOSED <J, \ x \ \ >0- ] _ _ 4T ELEV. 12.8' LEACHING FACILITY. HOUSE & DECKS W/IN 50 WETLAND \ ' 1 \ --fix x =�x_� EDGE 0 LAWN°] s } PORTION of DWELLING _ _ -9- = UNSUITABLE MATERIAL BUFFER = 1,167t SF TO\ E REMOVED ° i 12.REMOVED. LEACHING FACILITY SHALL BE PUMPED AND F \: x-_x PROPOSED PROPOSED MITIGATION: ALLOW 10 STRIP <O �'� \ \�I \\ PROPOSED \ - - - y SPLIT RAIL FENCE 0 x WORK LIMIT J \ 2 ALTERNATIVE AS LINE & SILT _g OF LAWN (1,299 SF) ADJACENT TO THE C� F`� 2 BVW11 WORK LIMIT \ \ , WETLAND TO REVERT BACK TO NATURAL 00-\ LINE SILT \ APPROVED BY BARRIER, PROPOSED EDGE OF 20 STATE. ZF �� BA R�ER PROP NTA EDGE 0 \n� o CONSERVATION OM MISSION -MAINTAINED NTAINED LAWN- - -7- - J I�TITLE e � T E PLAN 804 SF OF EXISTING LAWN IN THE WETLAND �� s� \ o; \\ \ , , ..• W 15 OF WILL ALSO BE ALLOWED TO REVERT BACK < \ FF WETL.. �/ L. TO A NATURAL STATE. FOc•. \ o ••-� - - f z 10 MH . ASINGLE RAIL FENCE SHALL BE �`•'' ��� AREA TO CONTINUE\'\ - -- - ��••• _ = 70 2 67 CAILLO U ET LANE . .,., . , CONSTRUCTED TO ESTABLISH AND MAINTAIN �F�• PTO BE MOWED THIS CONDITION. �yti�, ,\ aTtNl,4`LLY ..v ,� 5 (OSTERVILLE) BARNSTABLE, MA LEGEND MOWED-ATHS- - - - � � - J I O � \ � ' �\ \� �/\ 5/ � � � o �'- PREPARED FOR BVW12 \ \ \ i 25 50 75 100 99- EXISTING CONTOUR \ -- -,- -- MAP 14". CL 97 ' , CAPACITY - GPM 120 / MICHAEL J. FOLK X 99 1 EXIST, SPOT ELEV. BVVV14 \ \ � � PUMP CURVE FOR MYERS SRM4 4 10 HP PUMP off 508-362-4541 9 rea='63,307f ��- - - _ _ _ � o --[�}- PROPOSED CONTOUR WETL-AND I-2j3G± Sq. -F} 1 P� fax 508-362 :9880 `�.�( downcape.com O 198.41 PROPOSED SPOT EL. � .\ _ (UPLAND-51 ,177f Sq. Ft.) ���/•''� ��`'� � �/ DATE: FEBRUARY 27, 2009 B ....�.=... � ,, REV. 2/7/13 (NOTES) 6WO C a .047 hledPfifif, h7C. TEST HOLE BVW16 •''�� �`I �19�'O �I?7 Scole: 1 = 20 2Z; SLOPE OF GROUND `• .�•• �� � ? , ,.. � civil engineers ^ ' •�•• %N 01 tijq S��� h P�ZH OF M S':tF n9gS ivy N ur r_\� • BVW17 / Y,a,sl* -- land surveyors CO--) UTILITY POLE �• �• y °� ^ \� '�••• . c I!.:I A <z 0 10 20 30 40 50 FEET �' � � � ; • UANI�LA. DANILL :_)AP,,I�L � "� OJALA A. �, A. � �r 40 18 O C�jA,_A <.P 939 Main Street ( Rte 6A) FIRE HYDRANT ��`� II LIvI, CIVIL OJALA 5 0,INA I NOTE: NOT ALL SYMBOLS MAY APPEAR IN DRAWING A I `I N.J.-4S502 0 fj5d� N0.40980� 'G iv�t3C YARMOU THPOR T MA 02675 qTy �� ��r.: �� �F� �: ��� ��� <>. ��� \ S a c?c 1 T F Fi' CFS S S T Ej" E S \� x (� S S '� c /0 SL a ✓U 5 ' DCE #08-267 DATE DANIEL A. OJALA, P.E., P.L 11.S. 08-267 FOLK.DWG (DDF) I ZONE: RF-1 Area (min.) 87,120 SF (RPOD) ' Fronto a (min) 20' ' Width min) 125' jw BUFFER ZONE CALCULATIONS SeFroonts30' e` EXISTING PROPOSED MITIGATION REQUIRED Side 15'Rear 15' 0-50' 0-50' „ 4 • DWELLING= 1,184 S.F. DWELLING=379 S.F. ACCESSORY=0 S.F. ACCESSORY=0 S.F. • N OVERLAY DISTRICT: DRIVEWAY=0 S.F. DRIVEWAY=0 S.F. �~ GP - Groundwater Protection District O ° POOL/PATIO=0 S.F. POOL/PATIO=0 S.F. As Shown on Plan Entitled �t WALLS/WALK=260 S.F. WALLS/WALK=0 S.F. "Revised Groundwater Protection / �Z 2 O ^j O Overlay Districts" — April, 1993 ���G O \ O TOTAL= 1,444 S.F. TOTAL=379 S.F. _1,064 S.F.X 4=-4,260 S.F. ? '' rri Drn = D r n D z : D O 50-100' 50-100' O �� N >N FLOOD ZONE: 4 \ r,_ o v c D DWELLING=3,072 S.F. DWELLING=2 818 S.F. (p 22 D D Zones: VE (EL 14), AE (EL13), AE (EL 12) LOCATION MAP w ARQ\ n ;U r N O 3, ACCESSORY=0 S.F. ACCESSORY= 1,119 S.F. 0.2% Annual Chance Flood Hazzard Zone X, O O Z & Area of Minimal Flood Hazard Zone X (1"=2000f FP S DRIVEWAY=2 480 S.F. DRIVEWAY=3 677 S.F. 25uni CPane J N= � IV ' ' Community Panel No '9 S \UM,o TqN O D rn O D POOL/PATIO=0 S.F. POOL/PATIO=3,769 S.F. # \ \Ch�gyB m Z m r WALLS/WALK=0 S.F. WALLS/WALK= 128 S.F. July 1s, 2014 ASSESSORS REF.: FiQ Map 141, Parcel 097 � \ x x TOTAL=5,552 S.F. TOTAL= 11,511 S.F. m • SF ... ��. \ i//o Np l/C +5,959S.F.X 3 = 17,877 S.F. 13,617 S.F.REQUIRED ry� Oo o :. }` ^, o Q ? x REFERENCES: 0 o to 01 .� ' \�I� 'f \ R pR�� O 00�N U �,� Deed C 198659 (SAT B QC ` �Q �Q =O ZZ LCP 9843 J ���//lllll�\� ��• 7o\S4 J ta, t� Z� N J / p �9 0 2pp M�STj G, Car/ Rich N/F �� �� N Q W O� .4,� ° • Z6. D/ �QO R '` �'`` CNyq�,j£"°T/C °rQ C� ✓ �" 00 z¢ ZE wQ "� o �� DIRECTIONS: , t SAP ._.. ._..._ \ H BF RF eFR T LC j ?\ \ \ �p , N!(S Se//O. �w� Q -i N Q1 From Hyannis - Take Main Street to the ._"_. ... \ 9\ \ �0 `qCF� Q�eO rs, jr �O Q W O Rotary and exit onto Scudder Ave. Take a N (3 W slight right onto Smith St and continue onto ��//1 PG� �cj r J � �Ea• - `D- --- 8 - \ GNF/�/TS O lV > Ct �� Craigville Beach Rd. Turn left onto Main Street LL- O j and left onto Coillouet Lane. House is at the_5.. _ ZX ! \�\\\\I � E �� \ \ 1,� 4Q 40 b ` <G�� < end on the right #67. Q jo�A, / ,� • 3 so OF E D'RIV P� P. �� ,.. r"; :'0: 5 .. . .�.wFT�q \ I o ° o F FV 'yqR o�J �V ;;.... ;; :,r�3, • %;_.,;; •. III// \ f''qD = x\ �\\ �4 . '�� 20g :r� : ?; � ...: '�°•: 'a'-�'.:...;;;•: :: .,. \\ /r ORS /\ o Nq < o •,r•• � NO O-04 O Q ` .4' ) f, a' •A• • V r If/ifE , \ \ ' Xfl i' o 'N •. r •. 1� h \ I 1 a �v u \ / T• / i nth` i J `1 1` \ 9 +� J � , \ \ Y 1 \ 4 O e \ \ 'A;: • ....... •:i• F O . G \ 40' • < a 1 0 .` \ \ 1 s / ]♦� .. � '• T z� � lr: � S 9 / y 1 9 i e i 0 5 \ o. '�S ,i^: �� \�\I III//,\ i �.• � 9 �...�• OQ �0 r � ::::' �•;:���•.:::::::� :.I::::' \�. \ .i� too, P o' ....::.;...:•. ..... ............. . \ _..._ � ...... q t \ _ly 9 5 ti 0 4• :a ,- S •4 r I O 1 T 0 W - E Lots 21 & 22 ... F,r• ...... -,....:;-•�:;••::;...:::••::::• LCP 9843-J f 1.75 Acrest _a1\6 r, in •� _ �1a ---- ._... /.;-- ` ' ` AIL ••-� 0 / N34°4 00, _ 41 f \ qsS Legend: qc IVIL Light Post V 8168 Hydrant [ Hose Bib FSSi�=qL \� A El CB/DH Guy Utility Pole REVISION: Add Septic Details 110/28/14 OHW— Overhead Wires — —25— — Elevation Contour NOTES: PREPARED FOR: PREPARED BY. TITLE: Site Plan 1.) The property line information shown was compiled Cedar Tree from available rcord information. Sullivan Engineering Inc. Proposed Improvements N 2. The topographic information was obtained from on Andrew SI i fk a ' J on the ground survey performed on or between PO Box 659 /� � 5-10-13 and 4-11-14. 14 Lehigh Rd Osterville, MA 02655 A O t < Oak Tree 3.) The datum used is NAVD '88, a fixed mean sea (508)428-3344 (508)428-9617 fax 1� level datum. Bench Mark taken from Applied Coastal Wellesley MA 02482 67 Caillouet Ln � RTK Leica Instrument. Mass 4.) Coastal barrier resource area was moved as per Bamstable (Osterville) W US Dept. of the Interior (FWS/DBTS—BGMTS), Fish and 20 0 10 20 40 40 Draft: CTR Field: CTR/JOD/WHK W Pine Tree Wildlife review case # 2528 Review: JOD Comp.: CTR DATE: SCALE: 1 �� 20� Project: Slifka Project # 33009 June 27, 2014 DESIGN - GARAGE S GN DATA DESIGN FLOW SEPTIC NOTES 0 Bedrooms Proposed/ 1 lth Room GARAGE 1. Location of Utilities Shown on This Plan Are Approx. At Least 72 Hours Prior to Any Excavation For This Project the Contractor Shall Make 1 Bedroom Design With A Grinder the Required Notification to Dig Safe(1-888-344-7233). 1 2"0 Goly. i e 2. The Contractor is Required to Secure Appropriate Permits From Town SEPTIC TANK For Float Support Locate Junction Box Agencies For Construction Defined by This Plana 2 Tanks in Series Required Due to Garbage Grinder outside of Tank 3. The Water Line Shall be Constructed in Coordination With COMM Water, and Shall be in Accordance With 248 CMR 1.00 - 7.00 First Tank SLAB EL. 8.5 F.G. EL. 8.5 F.G. EL. 8.5 &310 CMR 15.00. Pum Power & Float Control 110 GPD X 200%=220 Gallons Cables Installed in Accordance 4. Install Risers with Cover to Within 6" of Finished Grade For Garage(3 Required), Use a 1,500 Gallon Tank WithBldde&,LetotCodesocol _ To D-Box ( 9 � Min. 2' cover and Cover Over PumpShall be to Grade 1 Required). Second Tank �SEE.NOTE 7 (TrP.) 4'-2" _ � � Install Risers with Cover to Grade,for Main House(6 Required). 5. All Structures Buried Three Feet or More or Subject 0 4"0 From ' tic 110 GPD X 100/° to Vehicular Traffic to be H-20 Loading. It is the Engineer's = 110 Gallons EL. 7.2 EL. s.82 rank. sane 4o PVC Use a 1,000 Gallon Tank �sta ie To EL. 5.65 Precast PumpRecommendation that H-20 Always be Used. Confirm Prior EL. 6.10 1000 Gallon Chamber To Any Work 1500 Gallon EL. 5.85 pump Chamber 8'-2" 6. Septic System to be Installed in Accordance With 310 CMR 15.00 & Septic Tank Waterproofed/sealed 248 CMR 1.00 - 7.00 Latest Revision and the Town of Barnstable w/Two(2)Coats of Approved Sealant Waterproofed/Sealed Y ADJ. G.W. EL. 4.83 NAVD(5.7 NGVD) - - Board of Health Regulations. w/Two(2)Coots of Approved Sealant (PER P�'1$431) - EL. 1.6o Y oNs. G.W EL. 2.63 NA VD(3.5 NGVD) 7. All Piping to be Sch. 40 PVC. EL. 1.15%Hg (PER P#12,431) 000 Gallon 8. Inlet Tees Shall Extend a Minimum of 10" 10' Pump the Flow Line. Min. 1-ump Chamber Plan View -9. An Outlet Tee Shall Extend 14" Below the Flow Line, Not t0 Scale and Shall be Equiped With a Zabel Filter or Approved Equal at the Garage and Main House Second Tank. Developed Profile Of Garage Tanks 10. D-Box Shall Have a Minimum Inside Dimension of 12", and a Minimum Sump of 6", and Shall be Equipped With a Splash Plate. 24"0 C.I. Cover Not to. Scale Or 9" Min. Finished 4"0 Sch. 40 PVC 24"0 C.I. Approved Equal Cover Grade From Septic Tank Rim & Cover �T Conduit Thru Chamber For Power & Float Cables Golv. Chair, Drill 1 8"0 Hole For Drain Emergency Storage Inv. 5.50 To D-Box Volume 380 .Gal. Min. 2' Cover MAIN HOUSE Alarm On El. 4.00 Float Switches DESIGN DATA - MAIN HOUSE 2 Req d ) d Lead PumpOn El. 3.25 1 2"0 Gal v. Pi e (- F 63 Gal; PumpFor Float Support DESIGN LO VY Pumps Off El. 3.00 Locate Junction Box Secure Pipe at .Top & Outside of .Tank Single Family 9 Rooms With a Grinder Bottom of Chamber 2"0 Sch. 40 PVC g y- Threaded Pipe 4/10 H.P. Myers Pump Check Valve SEPTIC TANK or Approvedqua Pum Power & Float Control _ Cables Installed In Accordance Bottom El. 0.75 With Federal, State & Local To D-Box 2 Tanks in Series Required Due to Garbage Grinder Bldg. & Elec. codes in. 2' Cover First Tank 6" washed 4'-2" i O 440 GPD X 200% Stone Min. 4"0 From Se tic = 880 Gallons Tank. Sch. 40 PVC Use a 1,500 Gallon Tank 1 000 Gallon Precast Pump Chamber Second Tank Pump Chamber Section Detail - 8'-2- 440 GPD X 100%=440 Gallons Use a 1,000 Gallon Tank Not to Scale 1000 Gallon Pump Chamber Plan View Not to Scale 24"0 C.I. Cover Or 9" Min. Finished F.F. E . 1 .50 4"0 Sch. 40 PVC 24"0 C.I. Approved Equal Cover Grade From Septic Tank Rim & Cover _ ^^^{�[� _ F.G. EL. 10.5011 '; BOUYANCY CALCS . See Note 4 (typ.) 1,500 Gallon Septic Tank sEE NOTE 7 (TYP.) Dry Dead Weight= 11,480 LBS Conduit & Float Cables ru Chamber or DrillFor Drain ale Galy. Chair Uplift=64 LBS/FT3 5'-8"X 10'-6" 3 810 LBS/FT EL. 9.oo EL. 8.5o EL. 8.o0 p ( )_ � EL. 38.00 Inv. 6.75 To D-Box Installer n n To EL. 7.25 EL. 6.75 Emergency Storage in. 2' Cover 3.23 FT X 3,810 LBS/FT= 12,383 LBS 1000 Gallon L. 10.74 H-20 Volume 550 Gal. Confirm Prior EL. 7.75 1500 Gallon 1000 Gallon H-20 Per Plan D-Box EL. 10.57 Provide 9" of Cover Min. To Any Work H-20 EL. 7.50 EL. 7.00 Float Switches H-20 Pump Chamber Alarm On El. 4.55 n t n f n - Septic ',Tank Waterproofed/Sealed - 2 Req d 9 X 5-8 X 10'-6" =44 CF X 90 LBS/CF-3,960 LBS Septic Tank w/two(2)Coats to Approved Sealant Waterproofed/Sealed Total Weight of Tank 15,440 LBS w/Two(2)Coats of Approved Sealant Waterproofed/Sealed FIOW EC1UolIZerS ADJ. G.W. EL. 4.83 NAVD(5.7 NGVD) Lead Pump On El. 4.�� w/Two(2)Caots of Approved Sealant & Splash late 127 Gal. Pum p (PER PJ/12,431) EL. 3.00 EL. 2.5 EL. 2.00 As Required V_ OBS G.W. EL 2.63 NA VD(3.5 NGVD) Pumps Off El. 3.50 (PER P#IZ431) Secure Pipe at Top & 1,000 Gallon Pump Chamber Bottom10H. of Chamber 112"0 sane 4o PVC p 10' Bedda�Pers,Tl& Btle �ffels 4/10 H.P. Myers Pump Threaded Pipe Dry Dead Weight=8 240 LBS Min. (See Notes 8 & 9) or Approvedqua 10' Min. - Slab Check Valve Uplift=64 LBS/FT3 (4'-10"X 8'-6")=2,627 LBS/FT 20' Min. - Foundation Bottom El. 2.00 3.68 FT X 2,627 LBS/FT=9,668 LBS MW Provide 9" of Cover Min. Developed Profile Of Main House Tanks 6" washed 9 X 4-10 X 8-6 =30 CF X 90 LBS/CF -2,700 LBS Stone Min. Total Weight of Tank= 10,940 LBS Not t0 Scale 1000 Gallon 1,500 Gallon H-20 Septic Tank Pump Chamber Section Detail Dry Dead Weight=21,230 LBS _ \�����H of Messy Uplift=64 LBS/FT3 (6'-2"X I F)=4,341 LBS/FT Not to Scale ��°R'" J( " N cy� 1.83 FT X 4,341 LBS/FT=7,944 LBS _ m U L o.48168 M 1,000 Gallon H-20 Septic Tank �o�FSS�/STERN°\���Q Dry Dead Weight= 14,500 LBS /ONAL EN Uplift=64 LBS/FT3 (4'-10"X 9')=2,784 LBS/FT 2.33 FT X 2,784 LBS/FT=6,487 LBS REVISION: Add Septic Details 110128114 1,000 Gallon H-20 Pump Chamber NOTES: PREPARED FOR: PREPARED BY: TITLE. Site Plan Dry Dead Weight= 14,500 LBS Uplift=64 LBS/FT3 (4'-10"X 9')=2,784 LBS/FT Sullivan Engineering, Inc. Septic Details 2.83 FT X 2,784 LBS/FT=7,879 LBS Andrew Sl 1 fk o PO Box 659 14 Lehigh Rd Osterville, MA 02655 At o Wellesley MA 02482 (508)428-3344 (508)428-9617 fax 67 Caillouet Ln N Barnstable (0sterville) Mass. 20 0 10 20 40 40 Draft: CTR Field: CTR JOD WHK ` W Review: JOD Comp.: CTR DATE: SCALE: � Project: Slifka Project # 33009 June 27, 2014 1 rr_2- r i �---, , -- - -- I . ,,I- I -- -- �-,:�, ---",-,--- 4---.---- -, -,-�-----,----�-=7--�---------�- ,-7-�- 1 -'--7,,-�- - --" --.-7---- � - -- ,--'��': ' T-,'-17--`--7-`--7 7,�,1----,,,-I---,'--.'%:-- --��,1.7 ..--,-- ,� --,,,,,,,�,'.," -- - -1 , , ",'�lk -7- `7,-7 , , � , , - � I� -�-e�,,��-,---7---,,,,-,-,-�--l'-,-I -I- �`i-l-1 77�7- , �--'------------'7-7------`---- -,",��2 j-.N,,--,---�`q"�--'�= -7--�"`-'-1, --` --:�---771 - , - --------1.1----1- ,7 , I , , . - 11 I , - , I . � - - 11 _ , , � I I I , , - - , I I , . , I I , :, �, , . -- � , I " : -- -��- - .I-,-------- ,--, , � I 1. a� 1, I � I I I ��� 11 � I I, 11 �� I I , .11 I I . i.l I I , � I I � � , . , . - . - - , -4 � I � :.,, I , -: - 1, 11 I 1, I I 1:,'�� ,, -:-� � I ,� I -'- I r - I � , , , - -I , I I , �l I . 11 . -1 I - : . , - � I 1, I I I I , I , : I I � ; - I "-1111�-- ��, - - I I - , � I , � , I I .1 � � . 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