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HomeMy WebLinkAbout0010 HYANNIS AVENUE - Health EHya nni s _ A = 2 7-131""' F 0 4 ,y< t �l� Barnstable Town of Barnstable THE Board of Health j"` j R HAM`� 200 Main Street, Hyannis MA 02601 1639. ,�� 2007 Office: 508-862-4644 Wayne Miller,M.D. FAX: 508-790-6304 Paul Canniff,D.M.D. Junichi Sawayanagi February 20, 2013 Mr. Daniel Ojala, P.E., P.L.S. Down Cape Engineering 939 Main Street, Route 6A Yarmouth Port, MA 02675 Hyannis Avenue, Hyanrnsport A;' 287` 131 Dear Mr. Ojala, You are granted conditional variances on behalf of your clients, Samir and Janie Barber, to construct an onsite sewage disposal system at 10 Hyannis Avenue, Hyannisport. The variances granted) are as follows: 310 CMR 15.405 (1)(b): To install a soil absorption system thirteen (13) feet away from the foundation wall, in lieu of the minimum 20 feet separation distance required. r 310 CMR 15.221 (7): To install the septic tank and soil absorption system greater than 36" below the finish grade. 310 CMR 15.405 (1)(c): To reduce the size of the leaching facility; to ,provide a 17% reduction to the required soil absorption size. Section 360-1 of the Town of Barnstable Code: To install a soil absorption system ten (10) feet away from a coastal bank, in lieu of the minimum 100 feet separation distance required. Section 360-1 of the Town of Barnstable Code: To install a septic tank forty (40) feet away from a coastal bank, in lieu of,the minimum 100 feet separation distance required: Q:\Variances 2013\OjalalOHyannisAvenueDec20l2.doc Section 360-1 of the Town of Barnstable Code: To install a septic tank forty (40) feet away from a coastal bank, in lieu of the minimum 100 feet separation distance required. 310 CMR 15.405 (1)(f): To install a soil absorption system ten (10) feet away from a coastal bank, in lieu of the minimum 50 feet separation distance required in Title V. These variances are granted with the following conditions: (1) No more than eleven (11) bedrooms are authorized at this property. Dens, study rooms, offices, finished attics, sleeping lofts, and similar-type rooms are considered "bedrooms". according to the MA Department. of Environmental Protection. (2) The applicant shall record a properly worded deed restriction, signed by the owner of the property, at the Barnstable County Registry of Deeds restricting the property to eleven bedrooms maximum. A copy of the recorded deed restriction shall be submitted to the Health Agent prior to obtaining a disposal works construction permit. (4) The septic system shall be installed in strict accordance with the revised engineered plans dated November 14, 2012. (5) The designing registered sanitarian shall supervise the construction of the onsite sewage disposal system and shall certify in writing to the Board of Health that the system was installed in substantial compliance with the revised engineered plans dated November 14, 2012. (6) The designing engineer shall ensure all variances requested are indicated both the engineering plan and on the variance request application form, properly listing the applicable code and/or section numbers accurately. These variances are'granted because the proposed plan appears to meet the maximum`4feasible design standards contained within the State Environmental Code, Title 5 and local Health Regulations. The designing engineer designed the septic system to be located in an area to attempt to maximize setbacks to wetlands within the available constrained space on this lot. Sinc y yours , W yne iller, M.D. Chainm n Q:\Variances 2013\OjalalOHyannisAvenueDec2012.doe r � i EXCERPT FROM THE BOARD OF HEALTH MEETING RESULTS ON 11/13/12: f B. Dan Ojala, Down Cape Engineering, and Gregory Callahan, GDC Architects, representing Samir & Janie Barber, owners — 10 Hyannis Avenue, Hyannis, Map/Parcel 287-131, 44,131 square feet parcel, failed septic, multiple variances requested. CONTINUED TO DECEMBER 11, 2012. . ` 1 Voted to Continue to have the staff review a revised plan which will be submitted and will. request approximately 25% reduction in the leaching requirement, keeping the bedroom count to 11 bedrooms, as currently exists. MINUTES 1.1/13/12: C. Dan Ojala, Down Cape Engineering, and Gregory Callahan, GDC Architects, representing Samir & Janie Barber, owners— 10 Hyannis Avenue, Hyannis, Map/Parcel 287-131, 44,131 square feet parcel, failed septic, multiple variances requested: Dan Ojala was present. Need 11 Bedroom design flow with possibility of reduced leaching field, and the revised plan must include a two-compartment tank as there are two buildings. (9 bedrooms on second floor + 2 in second building) Dan Ojala will be looking to have approval on 11 bedrooms as this.is what they have had for many years. He does feel the size of a . leaching system for 11 bedrooms will be more than is needed, thus he was currently asking for a reduction to SAS of 9% and will have to increase the reduction for the revised plan. Voted to Continue to have the staff review a revised plan as there are a number of, questions including review of the.revised reduction request. Doc: 1s376r344 0E-13-2019 2:55 9 BARNSTABLE LAND COURT REGISTRY DEED RESTRICTION WHEREAS, Hyannis Rotary, LLC, a Massachusetts limited liability company, with an address of 500 Clark Road,Tewksbury,MA 01876, is the owner of property located at 10 Hyannis Avenue, Hyannisport,MA 02601, shown on Land Court Plan No.22712-A, and described in Certificate of Title No. 199037("Property");and WHEREAS, Hyannis Rotary, LLC has agreed with the Town of Barnstable Board of Health to a restriction as to the number of bedrooms authorized on the Property as a pre- condition to obtaining a disposal works construction permit in compliance with 310 CMR 15.000 State Environmental Code,Title V Minimum Requirements of the Subsurface Disposal of Sanitary Sewage; WHEREAS, the Town of Barnstable Board of Health, as a pre-condition to granting a disposal works construction permit for a septic system in compliance with 310 CMR 15.200, State Environmental Code,Title V; Minimum Requirements for the Subsurface Disposal of Sanitary Sewage,is requiring that the agreement for the restriction on the number of bedrooms authorized on the Property be recorded with the Barnstable Registry District of the Land Court; NOW, THEREFORE, Hyannis Rotary, LLC does hereby place the following restriction on the Property, in accordance with his agreement with the Town of Barnstable Board of Health, which restriction shall run with the'land and be binding upon all successors in title. 1. Until such time as technology changes and the Barnstable Board of Health changes its regulations, or otherwise grants permission,no more than.eleven(] 1) bedrooms are authorized on the Property. For the Grantor's title reference see Certificate of Title No. 199037. Property Address: 10 Hyannis Avenue,Hyannisport,MA 1 w Executed as a sealed instrument day of August,2019. Hyannis Rotary, LLC r a Dana W. McCoy,Manager and Designated Real Property Signatory COMMONWEALTH OF MASSACHUSETTS Barnstable ss. On this ' '`' day of August, 2019, before me the undersigned notary public personally appeared Dana W. McCoy,Manager and Designated Real Property Signatory,as aforesaid, proved to me through satisfactory evidence of identification which was knnt.)„ 4-o rYLA-- to be the person whose name is signed on the preceding document and acknowledged to me that he signed it voluntarily for its stated purpose. "Qi� 6-.-�j/� Notary Public I My Commission.Expires:� Cr> �i�r:te n r rrr rrr�� 0.. off, sit I 2 P u � r DATE: �7 y" �t * $95.00 FEE*: • BARNSTABLE, 1639. k. Town of Barnstable REC.BY: S� SCHED.DATE: � 7 Board of Health 200 Main Street,Hyannis MA 02601 Office: 508-862-4644 Paul J.Canniff�D.M.D. FAX: 508-790-6304 Donald A Guadagnoli,M.D. Junich.i Sawayanagi VARIANCE REQUEST FORM LOCATION Property Address: ' 1q yAeU1 l.r /I✓t. H ya l r l I A 0!'- Assessor's Map and Parcel Number: 2g / Size of Lot: �T Wetlands Within 300 Ft. Yes V Business Name: No Subdivision Name: APPLICANT'S NAME: Phone Did the owner of the properly authorize you to represent him or her? Yes J/ No PROPERTY OWNER'S NAME CONTACT PERSON '\ Name: f'r 0. ntS 0?0 -ar LLC Name: l an:e,I tit.' — �(10w C E j,& •+ G n 1/ /, Q��- Address) DO CIQ�k ler„Q. �eoksbU M�} Address: /39 Mph `��' Y&.4 Iatkj4t It'j� _ 02-6 2s Phone: Phone� 6 �� EMAIL: d ow.,C d W,C .esof VARIANCE FROM REGULATION( apteg.Code#) 'REASON FOR VARIANCE(May attach separate sheet if more space needed) C e L eC, 6t CT G1 NATURE OF WORK: House Addition House Renovation LJ Repair of Failed Septic System Checklist (to be completed by office staff-person receiving variance request application) Please submit first four on list as 5 collated packets. A. Five(5)copies of the completed variance request form B. Five(5)copies of MA DEP approval letters for Innovative/Alternative septic system(when proposing an I/A system or secondary treatment unit(S.T.U.). C. Five(5)hard copies of engineered plan submitted(e.g.septic system plans)and one(1)electronic version submitted to email: health@town.balnstable.maus D.Five(5)copies of labeled dimensional floor plans submitted(e.g.house plans or restaurant kitchen plans)and one(1)electronic ✓ version. A completed seven(7)page checklist confirming review of engineered septic system plan by submitting engineer or R.S. Signed letter stating that the property or business owner authorized you to represent him/her for this request Applicant must notify abutters by certified mail at least ten days prior to meeting date at applicant's expense(for Title V and/or local sewage regulation variances only). I4*14 Full menu—Five(5)copies of full menu submitted(for grease trap variance requests only). Fee Subnvtted*$95.00 for the following variances: 1)New construction,2) Septic repairs with increase in flows, and 3)New owner/new lessee applying for food, pool or body art variances. Exemptions from Variance Fee: 1) Septic repair without an -- increase in flow and variances granted at the counter,2)Monitoring Plans,and 3)Temporary Food(not a"variance"). Variance request submitted at least 15 days prior to meeting date VARIANCE APPROVED Paul J.Canniff,Chairman NOT APPROVED Donald A.Guadagnoli,M.D. C:\Users\decol1ik\AppData\Local\Microsoft\Windows\INetCache\Content.Outlook\QDLJENHC\VARIREQ Rev APR 4- 2018.docx VARIANCES REQUESTED UNDER TOWN OF BARNSTABLE BOARD OF HEALTH REGS: 360-1: REDUCTION IN SETBACK SAS TO C. BANK (100' TO 10'); ST TO BVW (100' TO 40') AND PC TO BVW (100' TO 34') 360.-1: REDUCTION IN SETBACK, SAS TO MHW (100' TO 86') VARIANCES REQUESTED UNDER MAX. FEASIBLE COMPLIANCE 15.405: 1c: REQUEST 17% REDUCTION IN REQUIRED SUBSURFACE DISPOSAL DESIGN REQUIREMENTS lb: REQUEST REDUCTION IN SETBACK, SAS TO FOUNDATION (20' TO 13') 1.b: ST & PC TO BE > 3', < 6' BELOW GRADE 1f: REDUCTION IN SETBACK, SAS TO COASTAL BANK (50' TO 10') tel.(508)362-4541 939 main street rt 6a fax(508)362-9880 yarmouth port mass 02675 down cape engineering, inc .land court civil engineers&land surveyors Daniel A.Ojala,P.E.,P.L.S. surveys Arne H.Ojala,P.E.,P.L.S. Daniel E.Gonsalves,P.E.,S.E structural design Craig J.Ferrari,ELT,S.E. January 30, 2019 site planning sewage system designs Barnstable Board of Health ' 200 Main Street Hyannis,MA 02601 inspections permits Dear Board Members: Attached please find a site plan showing a proposed septic upgrade design for the property at 10 Hyannis Avenue. We are requesting variances under the Town of Barnstable Regulations and Title 5 Max. Feasible Compliance 15.405 The variances we are requesting are as follows: 360-1: Reduction in setback SAS to Coastal Bank(100' to 10'), ST to BVW(100' to 40') and PC to BVW(100' to 34') 360-1: Reduction in setback, SAS to MHW(100'to 86') 1 15.405 1 c: Request 170/reduction-m*required-subsurface disposal design-requirements lb: Request reduction in setback, SAS to foundation(20' to 13') lb: ST and PC to be> 3', <6' below grade If- Reduction in setback, SAS to Coastal Bank(50' to 10') This property went before the Board of Health in 2013 and was approved as per approval letter dated February 20, 2013,however the work was never done and the approval expired. We are now applying for the current owners and request that project go before the board at the February 26,2019 meeting. _ 4 LEGEND SYSTEM DESIGN: SYSTEM PROFILE NOTES a A.- I,——A GARBAGE aSPOSER IS N ALLOWED ('v"D v-.9 mMaWa mme m >rAN°[ A Mux®u at/v L X., • DESIGN ROW 11 9EOROOMS O 110 GPD-t210 GPD ttxve rre°c°�`+cK vw.w Mnt ro c Tooi £ -($F- mavosm tovmuA A DE SE 1210 GPD SIGN FLDW ,ttm'0 J. 16.0 PP D M.•J cAavcsm[w,tt SEPTIC TANK )3)9 GPD(2) 2a20(nRST COMPARTMENT) Krlear RaR ABTta m e[ eivn�.m I.. 1210 GPD(1)_121D(SECOND EW(PARTMENT) ..: ,�.°O P' `•a"°^% r IS- ,° roe[MAo[ ,mn 2a20♦1210-3630 GAL REOU RED 1°�' °us BE w rtcoen.wa wp . vi Rp[w oaWxo USE A A000 GAL DUAL EOMPARTMENT SEPTIC TANK sUOw•) ae �. s.om(n°iIL•)m Mo LL,n � O TEACHING • °• 'v 1 m au• �aINN a e.)S' r [oi uK sA%w w Axr orNa v 'v'ss 90E5 2(6T.5 a 1T B)2(>a1 2B2 GPD - '• w 9 •:' "'•N i. Billm BOTTOM mm �® a r� • NSORNW TOTAL 1J66 S F TOt,•GPO CWF1L• 1 °r °v rAW - ro nm uL owAw s w[ °�M �q�Nm •SEE VARIANEE REQUEST MS wr U°.'-'n.0°11B1E~�sRll[ss'Np w �(%1°<'9° rnirAsl v[Rmma mtrpm rpp eo,�aAL •THE ER SNALL VERI{Y THE N,TH(1)S.GAL....N.CH 3.3 V�I AMBERS(ACME OR—Al) pusi[p p°K of s� 1J1 rm a[1Aw LOCUS MAP O .NS ALL-El AND ALL J S STONE AT ENDS AND AT SIDES u RRv[rtmirm�alweSAa m sN 0)WAs�- I* Oy�rT I,.pp p ) cwW ,I¢ NOT TO SCAa eulwn SE,,ER OUREI:AND u Rn.D r1 RR.D w RR[G .RWe ro r TA.I%. ELEVATIONS OR TO DKiaWxG ANV —ATI OF SEPTIC SYSIEu u [aur%Mtlox —21—60wF TAWr— a _18, V r%N— a6' [MyM. T Axo ARcurR ASSESSORS MAP 2B>PARCEL 131 APPROVED DATE BOARD OF HEALTH A [ n. - / ,off A o A�[uus[sAR�i eo'�uw or ItALtN cvs: - / / I maM[w[,wv psNUAta _ wmx m av5°'ii fiat/TOA +Iac'ro 10%s m \ r R:mAOI.sas m°en Dar m ° m.A.a oeas rm - a°a waawac+rm rLAe B49N` / // / 1 %p�°iR°�SRNNrr�m wuss wu awwe n / rsAUA,MN rc ssn oJrmnnRK(m m,>7 � O � ! 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OdiE:AINE 14 I019 oRAuml er:MUI HYANNIS PORT,MA 1 1 Z .s.o ..._._--..._i--'------------ 4 LLI w QD - (ED j Zn_ � "P s I 0 I O zE WEST rw.Iro.�"�e"I �°I Ism I I i r❑ I EAST Q >r .° a ED ..... °w z z a° I I ^ } R a Y z x a I I I) OI I 11 I I , rnE� m I w —---- -------I--- ° —I----1--- — ----_L_—L_ _ ; 5 IZL � I I I I l onwu,°al ei j I j wvaow p U N � 0 I I I I I I I I I A OI 2ND FLOOR - PROPOSED - DETAILED D1 souTH E I �'J � pEanir sir 1/4" = 1'-0" G.B. HOLBROOK HOUSE z LIGHTING LEGEND N Ul L1 J 1 N% oz ^ ®K 11 3 o w � w m .-r x No N' o a' z oz ^ . a .•.e• rcN Qrc =N n p4Iz a> r \ C do o= - I i . •,�+� � � lip ii� !/ LLLi LLLLL. N-1 e m of Q_ Q O � w LL *'YI U u 14,is � IL u O1ST FLOOR — RFG A2,5 1/4" =1'-0" PERMIT 5ET G.B.HOLBROOK HOUSE €m go on, :-v r Eil ° 4 4 N Z i I I �I � i� �g° - >�� — Ell -n I _ 0 �` — ®l — o I I I t El of Fig .7 3 5 8 R m m A O v o o Q N m 2ND FLOOR-RFC PROPOSED RENOVATION FOR: DESIGNED BY: N ,,sir 10 HYANNIS AVENUIE GAVIN a SULLIVAN ARCHITECTS, INC. PROTECT:1&131 SCALE pS NOTED i. -�' i' 10 HYANNIS AVENUEORT,MA 118 WARREN STREET LOWELL,MA. DATE:—E 14.3 19 DRAWN E1Y:1'HU HYANNIS P J X . . . . . . . . . . . . 0 o 'IT T - S 2cT z Z . . . . . . . . . . . . . . . . . I H I 1 a 5 5 _7' rm eC 's n. WE, .7 1 k PROPOSED RENOVATION FOR: DESIGNED BY: 10 HYANNIS AVENUE GAVIN i SULLIVAN ARCHITECTS, INC. EXISTING DOOR SCHEDULE I _ AVENUE 129 WARREN STREET LOWELL,MA. PROJECT: 1_�L ��.N.M. '4- JD�E -1,�M - y 7 PORT,MA DATE:X.E Y��NIS f 1HE t &il! DATE: i Oe "Zo � fi U,1 $95.00 FEE*: 7T + ■.ARNSTABIE, • If,Ri: Town of Barnstable- REC.BY: � s� Enr h r SCHED.DATE: 02 Board o ea t "1 200 Main Street, Hyannis MA 02601 Office: 508-862-4644 Paul J.Canniff,D.M.D. FAX 508-790-6304 Donald A.Guadagnoli,M.D. Junichi Sawayanagi VARIANCE REQUEST FORM LOCATION u Property Address: l N yov-o Is ✓e.. { `An A os,o o rf- Assessor's Map and Parcel Number: 2e A31 Size of Lot: SF Wetlands Within 300 Ft. Yes Business Name: No Subdivision Name: APPLICANT'S NAME: Phone Did the owner of the property authorize you to represent him or her? Yes J/ No PROPERTY OWNER'S NAME CONTACT PERSON Name: A tS V`o-Fae Li-r— Name: 1 Q(I I eil V I Gt.'q — DW�1 e 1711AAA" Address) DO Ua--k P.r.C. ie.-A.5 Address: g�9 Mph J�' yGrMl*e� ,y� U OZ 6�S Phone: Phon4J DF 6 - fiftl 1 EMAIL: ow.,ca led W,r— .C$Ay VARIANCE FROM REGULATION(Incl.Rea.Code 9) REASON FOR VARIANCE(May attach separate sheet if more space needed) e C G —C, Ira cj��IA NATURE OF WORK: House Addition T7 House Renovation LJ Repair of Failed Septic System Checklist (lobe completed by office staff-person receiving variance request application) Please submit first four on list as 5 collated packets. ✓ A. Five(5)copies of the completed variance request form B. Five(5)copies of MA DEP approval letters for Innovative/Alternative septic system(when proposing an I/A system or secondary treatment unit(S.T.U.). C. Five(5)hard copies of engineered plan submitted(e.g.septic system plans)and one(1)electronic version submitted to email: health@town.barnstable.ma us D.Five(5)copies of labeled dimensional floor plans submitted(e.g.house plans or restaurant kitchen plans)and one(1)electronic ✓ version. A completed seven(7)page checklist confirming review of engineered septic system plan by submitting engineer or R.S. 7 Signed letter stating that the property or business owner authorized you to represent him/her for this request _ Applicant must notify abutters by certified mail at least ten days prior to meeting date at applicant's expense(for Title V and/or local sewage regulation variances only). ff A Full menu—Five(5)copies of full menu submitted(for grease trap variance requests only). Fee Submitted*$95.00 for the following variances: 1)New construction, 2) Septic repairs with increase in flows, and 3)New owner/new lessee applying for food, pool or body art variances. Exemptions from Variance Fee: 1) Septic repair without an increase in flow and variances granted at the counter,2)Monitoring Plans,and 3)Temporary Food(not a`variance"). Variance request submitted at least 15 days prior to meeting date VARIANCE APPROVED Paul J.Canniff,Chairman NOT APPROVED Donald A.Guadagnoli,M.D. C:\Users\decollik\AppData\Local\Microsoft\Windows\INetCache\Content.Outlook\QDLJENHC\VARIREQ Rev APR 4- 2018.docx 1 i February 25, 2019 To: Barnstable Board of Health .� From: Down Cape Engineering, Inc. I A !J � Subj: Revised variance request for Hyannis Rotary LLC, 10 Hyannis Ave., Hyannisport, Variances were revised to reflect revised positionings of septic tank and pump chamber; clarification on foundation types; no variance necessary to MHW Fewer and lesser variances now required: Under Town of Barnstable Board of Health Regs: 360-1: Reduction in setback,SAS to Coastal Bank(100'to 10'); ST to BVW (100'to 40')and PC to BVW (100'to 30') Variances required under Max. Feasible Compliance 15.405: 1b: ST and PC to be>3',< 6' below grade 1b: Reduction in setback, SAS to full fndn. (20'to 18.1') 1f: Reduction in setback,SAS to Coastal Bank(50'to 10' 1c: Request 17% reduction in required subsurface disposal design requirements vo) i I � ILn Postage $ ti 'rl Certlfled Fee ` �S 0 0 QPostmark O Return Receipt Fee C7 Here O (Endorsement Required) 4 L�i2 y Restricted Delivery Fee C3 (Endorsement Required) O Total Postage&Fees $ a 7USpS,-' 00 Mr& Mrs Samir Barber r N 10 Hyannis Avenue Hyannisport, MA 02647 r t, Certified Mail Provides: `. o A mailing receipt R m A unique identifier for yaur.mailpiq�e o A record of delivery kept by the Postal Service for two years Important Reminders: n Certified Mail may ONLY be eombine#Zith First-Class Mail®or Priority Maile. a Certified Mail is not available for anIRclass of international mail. 0 NO INSURANCE COVERAGE IS'PROVIDED with Certified Mail. For` valuables,please consider Insured or Registered Mail. o For an additional fee,a Return Receipt may be requested to provide proof of delivery.To obtain Return Receipt service,please complete and attach a Return Receipt(PS Form 3811)to the article and add applicable postage to cover the fee.Endorse mailpiece"Return Receipt Requested".To receive a fee waiver for a duplicate return receipt,a USPS®postmark on your Certified Mail receipt is required. a For an additional fee, delivery may be restricted to the addressee or addressee's authorized agent.Advise the clerk or mark the mailpiece with the endorsement"Restricted Delivery". o If a postmark on the Certified Mail receipt is desired,please present the arti- cle at the post office for postmarking. If a postmark on the Certified Mail 1 receipt is not needed,detach and affix label with postage and mail. IMPORTANT:Save this receipt and present it when making an inquiry. PS Form 3800,August 2006(Reverse)PSN 7530-02-000-9047 COMPLETETHIS SECTION, COMPTHIS SE�TIONPN DELIVERY ■ Complete items 1,2,and 3.Also complete A. Signature item 4 if Restricted Delivery is desired. X ❑Agent ■ Print your name and address on the reverse ❑Addressee so that we can return the card to you. B. FW.ived by(Printed Name) re of Delivery ■ Attach this card to the back of the mailpiece, or on_the front if space permits D. Is delivery address different from item 1? ❑Yes 1. Article Addressed to: Cenue ,?, ip� If YES,enter delivery address below: ❑No Mrs Sar 1`0 Hyannis A tHyannisport, 1iceType Certified Mail 0 Express Mail I Registered ❑Return Receipt for Merchandise ❑Insured Mail ❑C.O.D. 4. Restricted Delivery?(Extra Fee) ❑Yes 2. Article Number. I! 70i1�1�;� 0i47`0jJ0201 W$525 6676 (transfer from service label 3" !i 1 r l 1 1 1 1 1 ;, r J 1. t PS Form 3811,February 2004 Domestic Return Receipt 102595-02-M-1540 UNITED STATES PQSTAL SRRVtCE ` S}" s MajL,. ostge ..Paid •Sender: Pleas rv� ht your name, address, an P+ n this b tT F, I L a ; 1 owibf Ba s able I I Public Healt Di��ision I i t !IZ00 N ain St eet = yari>rs;MA t02601 ' 4. I, I 111 ii - S(( jj tt (( tt { ij ii i j 1"111illRl111H1ll1111111ifl11111111 llifli1"ddi-111111,11.1l111.1i �oF sKKE ray Town of Barnstable Barnstable Regulatory Services Department "6"c" BABNSTABLE, - m 639. Public Health Division $,n i639• IFbM"`� 200 Main Street, Hyannis MA 02601 ?o°� Office: 508-862-4644 Thomas F.Geiler,Director FAX: 508-790-6304 Thomas A.McKean,CHO CERTIFIED MAIL # 7011 0470 0001 4525 6676 April 4, 2012 Mr& Mrs Samir Barber 10 Hyannis Avenue Hyannisport, MA 02647 ORDER TO COMPLY WITH STATE ENVIRONMENTAL CODE, TITLE 5 The septic system located at 10 Hyannis Avenue, Hyannis,MA was last inspected on 2/28/2012, by Robert Paolini, a certified septic inspector for the State of Massachusetts. • The inspection of the septic system showed that the system "Fails"under the guidelines of the 1995 TITLE 5 (310 CMR 15.00) due to the following: s. 0 A single cesspool automatically fails in the Town of Barnstable.. You are ordered to repair or replace the septic system within Two (2) years from the date you receive this notification. Failure to repair/replace the septic system with the deadline period will result in future j enforcement action. PER ORDER OF THE BOARD OF HEALTH as c ean, R.S. CHO Agent of the Board of Health I Q:\SEPTIC\Letters Septic Inspection Failures or Future Eval\801 Main St.Cotuit.doc r y 4 V-T r Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form -Not for Voluntary Assessments 10 Hyannis Ave. Property Address Sam Barber Owner Owner's Name information is required for every Hyannisport Ma. 02647 2/28/2012 page. City/Town State Zip Code Date of Inspection Inspection results must be submitted on this form.Inspection forms may not be altered in any way. Please see completeness checklist at the end of the form. Important:fA.When A General Information fillingng out forms 9 on the computer, I use only the tab 1. Inspector: key to move your cursor-do not Robert Paolini use the return Name of Inspector key. Robert Paolini Septic Service r� Company Name 17 Playground Lane �AM Company Address Yarmouthport Ma. 02675 Cityrrown State Zip Code 508 362-3555 S14454 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 of on site sewage disposal systems. I am a DEP approved system inspector pursuant to Section 16.340 of Title 5(310 CMR 15.000).The system: ❑ Passes ❑ Conditionally Passes R Fails ❑ Needs Further Evaluation by the Local Approving Authority t,- 2/29/2012 Inspect is Sign ure 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. cook I&'U Iry tSlns•11/10 Title 5 Official spection Form:Subsurface Sewage Disposal System•Page 1 of 17 L Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form-Not for Voluntary Assessments 10 Hyannis Ave. Property Address Sam Barber Owner Owner's Name information is required for every Hyannisport Ma. 02647 2/28/2012 page. City/Town State Zip Code Date of Inspection B. Certification (cunt.) 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 CMR 15.303 or in 310 CMR 15.304 exist. Any failure criteria not evaluated are indicated below. Comments: 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. c Check the box for"yes",."no" or"not determined" (Y, N, ND)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. ❑ Y 0 N ❑ ND (Explain below): h F t5ins-11/10 Title 5 Official Inspection Form:Subsurface Sewage Disposal System-Page 2 of 17 Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form -Not for Voluntary Assessments 10 Hyannis Ave. Property Address Sam Barber Owner Owner's Name information is required for every Hyannisport Ma. 02647 2/28/2012 page. City/Town State Zip Code Date of Inspection B. Certification (cont.) B) System Conditionally Passes(cunt.): ❑ 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 ❑ Y ❑ N ❑ ND (Explain below): ❑ obstruction is removed ❑ Y ❑ N ❑ ND (Explain below): ❑ distribution box is leveled or replaced ❑ Y ❑ N ❑ ND (Explain below): ❑ 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 ❑ Y ❑ N ❑ ND (Explain below): ❑ obstruction is removed ❑ Y ❑ N ❑ ND (Explain below): 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: I ❑ 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 LtMn.•11/10 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 3 of 17 Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form- Not for Voluntary Assessments M 10 Hyannis Ave. Property Address Sam Barber Owner Owner's Name information is required for every Hyannisport Ma. 02647 2/28/2012 page. Citylrown State Zip Code Date of Inspection B. Certification (cont.) 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. . ❑ 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 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 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 ❑ 0 Backup of sewage into facility or system component due to overloaded or clogged SAS or cesspool ❑ FE Discharge or ponding of effluent to the surface of the ground or surface waters due to an overloaded or clogged SAS or cesspool ❑x Static liquid level in the distribution box above outlet invert due to an overloaded or clogged SAS or cesspool El 0Liquid depth in cesspool is less than 6" below invert or available volume is less than 1/day flow t5ins•11/10 Tile 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 4 of 17,r, Commonwealth of Massachusetts Title 5 Official Inspection form Subsurface Sewage Disposal System Form -Not for Voluntary Assessments 10 Hyannis Ave. Property Address Sam Barber Owner Owner's Name information is required for every Hyannisport Ma. 02647 2/28/2012 page. City/Town State Zip Code Date of Inspection B. Certification (cont.) Yes No ❑ Fx� Required pumping more than 4 times in the last year NOT due to clogged or obstructed pipe(s). Number of times pumped: ❑ Z 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. ❑ ❑x Any portion of a cesspool or privy is within a Zone 1 of a public well. ❑ O Any portion of a cesspool or privy is within 50 feet of a private water supply well. ❑ ❑x 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 t 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. ❑x ❑. 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 Section D. Yes No ❑ ❑ ' the system is within 400 feet of a surface drinking water supply ❑ ❑ 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. t5ins•11110 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 5 of 17 Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form-Not for Voluntary Assessments 10 Hyannis Ave. Property Address Sam Barber Owner Owner's Name information is required for every Hyannisport Ma. 02647 2/28/2012 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 ❑x ❑ Pumping information was provided by the owner, occupant, or Board of Health ❑ ❑x Were any of the system components pumped out in the previous two weeks? 0 ❑ Has the system received normal flows in the previous two week period? ❑ ❑x' Have large volumes of water been introduced to the system recently or as part of this inspection? ❑ ❑x Were as built plans of the system obtained and examined?(If they were not available note as N/A) ❑x ❑ Was the facility or dwelling inspected for signs of sewage back up? Z ❑ Was the site inspected for signs of break out? ❑x ❑ Were all system components, excluding the SAS, located on site? ❑x ❑ 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: ❑ ❑x Existing information. For example, a plan at the Board of Health. ❑ ❑x 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)] D. System Information Residential Flow Conditions: .Number of bedrooms (design): 9 Number of bedrooms (actual): 9 DESIGN flow based on 310 CMR 15.203(for example: 110 gpd x#of bedrooms): 990 r t5ins•11/10 Title 5 Official Inspection Form:Subsurface Sewage Disposal System r Page 6 of 17 Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form -Not for Voluntary Assessments 10 Hyannis Ave. Property Address Sam Barber Owner Owner's Name information is required for every Hyannisport Ma. 02647 2/28/2012 page. City/Town State Zip Code Date of Inspection D. System Information Description: Number of current residents: 2 Does residence have a garbage grinder? ❑ Yes 0 No Is laundry on a separate sewage system? [if yes separate inspection required] ❑ Yes 0 No Laundry system inspected? 0 Yes ❑ No Seasonal use? ❑ Yes 0 No Water meter readings, if available last 2 ears usage d NA 9 ( Y 9 (gp ))� Detail Sump pump? ❑ Yes 0 No Last date of occu anc�: 2/29/2012 p y Date 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: t5ins•11/10 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 7 of 17 J Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form -Not for Voluntary Assessments 10 Hyannis Ave. Properly Address Sam Barber Owner Owner's Name information is required for every Hyannisport Ma. 02647 2/28/2012 page. Cityrrown State Zip Code Date of Inspection D. System Information (cont.) Last date of occupancy/use: Date Other(describe below): General Information Pumping Records: Source of information: Robert Paolini Was system pumped as part of the inspection? N Yes ❑ No If yes, volume pumped: 2500 gallons How was quantity pumped determined? Measured Reason for pumping:- Maintenance 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)and a copy of latest inspection of the I/A system by system operator under contract ❑ Tight tank. Attach a copy of the DEP approval. ❑ Other(describe): t5ins-11110 Title 5 Official Inspection Form:Subsurface Sewage Disposal System-Page 8 of 17 Commonwealth of Massachusetts . Title 5 Official Inspection Form Subsurface Sewage Disposal System Form -Not for Voluntary Assessments 10 Hyannis Ave. Property Address Sam Barber Owner Owner's Name information is required for every Hyannisport Ma. 02647 2/28/2012 page. Cityrrown State Zip Code Date of Inspection D. System Information (cont.) Approximate age of all components, date installed(if known) and source of information: Were sewage odors detected when arriving at the site? ❑ Yes ❑x No Building Sewer(locate on site plan): • Depth below grade: 3'feet Material of construction: ❑ cast iron ❑40 PVC Z other(explain): Clay the Distance from private water supply well or suction line: 1 e+ p pp y feet � Comments (on condition of joints, venting, evidence of leakage, etc.): Joints appear tight.No evidence of leakage.System vented through the house vents. Septic Tank(locate on site plan): 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 Dimensions: Sludge depth: t5ins•11/10 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 9 of 17 Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form-Not for Voluntary Assessments 10 Hyannis Ave. Property Address Sam Barber Owner Owner's Name information is required for every Hyannisport Ma. 02647 2/28/2012 page. Cityrrown State Zip Code Date of Inspection D. System Information (cont.) Septic Tank(cont.) Distance from top of sludge to bottom of outlet tee or baffle 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 How were dimensions determined? Comments (on pumping recommendations, inlet and outlet tee or baffle condition, structural integrity, liquid levels as related to outlet invert, evidence of leakage, etc.): 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 t5ins•11110 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 10 of 17 Commonwealth of Massachusetts Title 5 Official ' Inspection Form Subsurface Sewage Disposal System Form -Not for Voluntary Assessments 10 Hyannis Ave. Property Address Sam Barber Owner Owner's Name information is required for every Hyannisport Ma. 02647 2/28/2012 page. Citylrown 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.): 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): 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? El Yes El No t5ins-11/10 Title 5 Official Inspection Form:Subsurface Sewage Disposal System-Page 11 of 17 s Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form -Not for Voluntary Assessments 10 Hyannis Ave. Property Address Sam Barber Owner Owner's Name information is required for every Hyannisport Ma. 02647 2/28/2012 page. Cityrrown State Zip Code Date of Inspection D. System Information (cont.) Distribution Box(if present must be opened) (locate on site plan): 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.): Pump Chamber(locate on site plan): Pumps in working'order: ❑ Yes ❑ No N Alarms in working order: ❑ Yes ❑ No 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: t5ins•11/10 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 12 of 17 Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form - Not for Voluntary Assessments 10 Hyannis Ave. Property Address Sam Barber Owner Owner's Name information is required for every Hyannisport Ma. 02647 2/28/2012 page. CityrFown State Zip Code- Date of Inspection D. System Information (cont.) Type: ❑ leaching pits number: ❑ leaching chambers number: ❑ leaching galleries, number: ❑ leaching trenches number, length: ❑ leaching fields number, dimensions: ❑ 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.): 4 Cesspools(cesspool must be pumped as part of inspection)(locate on site plan): Number and configuration . 1 Depth—top of liquid to inlet invert 2' Depth of solids layer 4„ Depth of scum layer' 211 Dimensions of cesspool 10'x8' Materials of construction Brick and fieldstone Indication of groundwater inflow ❑ Yes ❑x No t5ins-11110 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 13 of 17 Commonwealth of Massachusetts - Title 5 Official Inspection Form Subsurface Sewage Disposal System Form -Not for Voluntary Assessments ." 10 Hyannis Ave. Property Address Sam Barber Owner Owners Name information is required for every Hyannisport Ma. 02647 2/28/2012 page. City/Town State Zip Code Date of Inspection D. System Information (cont.) Comments (note condition of soil, signs of hydraulic failure, level of ponding, condition of vegetation, etc.): System consists of a single cesspool.System needs to be upgraded. 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.): w t5ins•11/10 Title 5 Official Inspection Form:Subsurface Sewage Disposal System-Page 14 of 17 Map Page 1 of 2 Town of Barnstable Geographic Information System Parcel Viewer Custom Map Abutters Map Size ❑ ❑ Zoom Out 0 0 Q®0®i!o®In •.If IC A t-y .R. Yf yd S" F .. t GD n II .,.:..3. ...:: t �� ` " Zti Feet'• Set Scale 1" MAP DISCLAIMER (tnnvrinht)nn5_7nl n Tnwn of Pnrnctnhla MG All rinhte racant• http://66.203.95.236/arcims/appgeoapp/map.aspx?property)D=287131&mappar... 3/3/2012 Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form -Not for Voluntary Assessments 10 Hyannis Ave. Property Address Sam Barber Owner Owner's Name information is required for every Hyannisport Ma. 02647 2/28/2012 page. City/Town State Zip Code Date of Inspection D. System Information (cont.) Site Exam: Check Slope 0 Surface water Check cellar ❑ Shallow wells 5' Estimated depth to high 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: USED:USGS Observation Well Data.USED:Technical Bulletin 92-0001 plate#2 annual ranges of groundwater elevations. ' I Before filing this Inspection Report, please see Report Completeness Checklist on next page. t5ins-11/10 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 16 of 17 Corfimonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form-Not for Voluntary Assessments 10 Hyannis Ave. Property Address Sam Barber Owner Owner's Name information is required for every Hyannisport Ma. 02647 2/28/2012 page. Cityrrown State Zip Code Date of Inspection E. Report Completeness Checklist ❑ Inspection Summary: A, B, C, D, or E checked ❑ Inspection Summary D (System Failure Criteria Applicable to All Systems) completed ❑ System Information—Estimated depth to high groundwater ❑ Sketch of Sewage Disposal System either drawn on page 15 or attached in separate file f Y f F t5ins-11/10 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 17 of 17 J. f tel.(508)36241541 939 main street rt 66 (ax(508)362-9880 yarmouth port mass 02675 down cape, a*Ig neering, 14C structural design civil engineers&land surveyors Daniel A.Ojala.P.E.,P.L.S. Arne K Ojala P.E.,P.L.S. Timothy H.Covell,P.L.S. land court surveys Andrew R.Garulay,R.L.A. October29, 2012 site planning designsesigns stein Barnstable Board of Health d 200 Main.Street 3 Hyannis,MA 02601 inspections permits Dear Board Members: I hereby give Down Cape Engineering,Inc.permission to represent me; landscape in the upcoming public hearing regarding work at 10 Hyannis Avenue in architecture Hyannisport.. Owner a esentative f 4 ( r Town of Barnstable Barnstable r SHE �oF ayy r P� Regulatory Services Department a"aC j BARNS-rABLE. I q Q y^9, ONt6Sq. Public Health Division -Op �0 rfDMAts 200 Main Street, Hyannis MA 02601 200� Office: 508-862-4644 Thomas F.Geiler,Director FAX: 508-790-6304 Thomas A.McKean,CHO CERTIFIED MAIL # 7011 0470 0001 4525 6676 April 4, 2012 Mr & Mrs Samir Barber 10 Hyannis Avenue Hyannisport, MA 02647 T �" ORDER TO COMPLY WITH STATE ENVIRONMENTAL CODE, TITLE 5 The Y septicsystem stem located at�10 Hyannis Avenue, Hyannis, MA was last inspected on 2/28/2012, by Robert Paolini, a certified septic inspector for the State of Massachusetts. The inspection of the septic system showed that the system "Fails" under the guidelines of the 1995 TITLE 5 (310 CMR 15.00) due to the following: • single-cesspooFautomaticatly-fails in the To own of Ba _nsta`til You are ordered to repair or replace the septic system within Two(2)ye from the date you receive this notification. Failure to repair/replace the septic system with the deadline period-will result in future J enforcement action. f PER ORDER OF THE BOARD OF HEALTH as cKean, — Agent of the Board of Health ,a Q:\SEPTIC\Letters Septic Inspection Failures or Future Eval\801 Main St.Cotuit.doc Health Master Detail http://issg12/intranet/healthMaster/HealthMasterDetaii.aspx?ID=287131 C Logged In As: Health Master Detail Monday, September 23 TOWN\flynnj 2013 Application Center Parcel Lookup Selection Items Reports Parcel Septic Perc Well Fuel Tank Parcel: 287-131 Location: 10 HYANNIS AVENUE,HYANNIS Owner: HYANNIS ROTARY, LLC Septic 1 New Septic... Permit number:I Permit type:I Select type .(; Complete system: F. Issue date : Complete date Septic tank size:F _ Type/Size of SAS: Installer:I Select Installer I Card on file: C" I/A service type: Select service, Innovative/Alternative Technology type: Select IA type i=` j r�— mm z I Variance date :1 'Abandon complete date :� a� Abandon permit number: 1 Repair deadline date : 4/4/2014 i Repair notification date : 4/4/2012 Keyword: I Comments: *created for se tic inspection-BOH Dec2012 i� Delete Septic P - i .Inspection 2/28/2012 New Inspection... Number Inspection Date Inspector Result 7114 2/28/2012 Paolini,Robert Robert Paolini Septic Service F(Fail) The following conditions) are occurring: Ej discharge or ponding of effluent to the surface of the ground r, pumping more than 4 times during the last year NOT due to clogged or obstructed pipe C backup of sewage into facility or system component due to an overloaded or clogged SAS or cesspool r static liquid level in the distribution box above outlet invert due to an overloaded or clogged SAS or cesspool G any portion of the SAS, cesspool, or privy below high groundwater elevation r any portion of the cesspool within a Zone 1 to a public well r an portion of a cesspool within 50 feet of a private water supply well with no acceptable water quality analysis Y p P P pp Y P q YI Received Date Comments 1 single cesspool automatically fails in the Town of i' CDelete Inspection 1 j Barnstable.jmf - Perc Test 9/7/12 - BOH Mtg 11/13/12 Variance granted - Continued to 12/11/12.Voted to + ! continue to have the staff review a revised plan which `s=s will be submitted and will re approximately request 3/30/2012 250 reduction in the leaching requirement. keeping the bedroom count 11 bedrooms, as currently exists.jmf 12/11/12 APPROVED WITH CONDITIONS: BOH voted to approve the plan with the variances with the following 4v;' conditions: 1) record an eleven-bedroom deed _ _ __.-..- --._.... _..—......___ Save Septic Changes 1 Return to Lookup 1 i f� http://issql2/intranet/healthMaster/HealthMasterDetail.aspx?ID=287131 9/23/2013 4 Town of Barnstable �TME T Barnstable .�ti Board of Health ► cam, MASS. g 200 Main Street, Hyannis MA 02601 1639. ♦Q' 2007 Office: 508-862-4644 Wayne Miller,M.D. FAX: 508-790-6304 Paul Canniff,D.M.D. Junichi Sawayanagi BOARD OF HEALTH MEETING RESULTS Tuesday, December 11, 2012 at 3:00 PM Town Hall, Hearing Room, 2ND Floor 367 Main Street, Hyannis, MA I. Hearing - Septic Repair— Deadline Extension: Philip and Doreen Fingado, owners — 241 Cap'n Crosby Road, Centerville, Map/Parcel 193-179, 0.79 acre parcel, failed septic system, requesting an extension. APPROVED WITH CONDITIONS. The Board voted to approve a 90-day extension for septic repair deadline with the condition that the system will be pumped as needed. II. Variance — Septic (New): Albert Pulsifer, Sr, owner— 85 Clamshell Cove Road, Cotuit, Map/Parcel 006-055, 21,358 square foot lot, variance to add handicap bedroom and bathroom on first floor. APPROVED WITH CONDITIONS. The Board voted to approve construction of a bedroom downstairs with the following conditions: 1) record a three bedroom deed restriction with the Barnstable County Registry of Deeds, 2) submit a copy of the recorded deed restriction, with page and book number, to the Public Health Division, 3) identify on the submitted floor plan to the Public Health Division which room upstairs will be used as a den, rather than a bedroom, and 4) that upstairs den will have the door, itself, removed from hinges. It's casing will be allowed to stay in place. III. Variance — Septic (Cont.): A. Matthew Eddy, Baxter Nye Engineering, representing Joyce Angelo, owner— 280 Long Beach Rd, Centerville, Map/Parcel 185-026, 7,038 square feet parcel, requesting multiple variances. CONTINUED TO FEBRUARY 12, 2013. The Board voted to approve a continuation to February 12, 2013 meeting. Page 1 of 3 BOH 12/11/12 B. Dan Ojala, Down Cape Engineering, and Gregory Callahan, GDC Architects, representing Samir & Janie Barber, owners — 10 Hyannis Avenue, Hyannis, Map/Parcel 287-131, 44,131 square feet parcel, failed ' septic, multiple variances requested. APPROVED WITH CONDITIONS. The Board voted to approve the plan with the variances with the following conditions: 1) record an eleven-bedroom deed restriction with the Barnstable County Registry of Deeds and, 2) submit a copy of the recorded deed restriction, with page and book number, to the Public Health Division. IV. Title V- Septic Inspection Review: Donald and Donna Pires, owners —480 Nottingham Drive, Centerville, Map/Parcel 147-015. Original inspection failed on 08/18/2011, followed by one conditional passed inspection and one passed inspection, at least six months apart. APPROVED. The Board voted to accept the septic system as a passing septic system. V. Variance - Body Artist: Neftali Vallejo — applying as Body Artist Apprentice with Alex Travassos, Black Pearl, 509 Main St, Hyannis. DENIED. The Board voted to approve Neftali Vallejo as a body artist. The application was denied due to an incomplete application. The applicant may re-submit a complete application in the future if the requirements are met. VI. Tobacco: Propose Ban of Tobacco Sales at Pharmacies. TO BE PLACED ON JANUARY 15, 2013 AGENDA. The Town Attorney has drawn up a proposed regulation banning the sale of cigarettes at pharmacies and stores which contain a pharmacy in them. The proposed regulation will be available to read on the town website at www.town.barnstable.ma.us. The proposed regulation will also be available at the Public Health Division at 200 Main Street, Hyannis and will be on the January 15, 2013 Board of Health agenda. The Board of Health will consider written comments to the Board. (Please submit _ prior to the January 6, 2013 to allow the information to reach the Board members.) Also, people are welcome to comment at the Board of Health meeting on Tuesday, January 15, 2013. VII. Old / New Business: A. Announcement of special meeting-Sewer Connection — Mon 1/14/13 at 3pm Page 2 of 3 BOH 12/11/12 I c� The Stewart Creek area is now available to connection. The meeting on January 14, 2013, will be to set up time-frames for required hook-ups and for circumstances under which extensions will be granted, looking at the age of the current septic systems, etc. The Growth Management has secured a grant program which covers most of the cost of hook-up for those which qualify. There is also a loan program available through the County. For those who need grinder pumps, grinder pumps are available to purchase through DPW at great savings. B. Subject to Legal Review Prior to Meeting: Guideline Revision: Mobile Food Units, No. 2012-02 CONTINUED TO A FUTURE DATE. This continues to be reviewed by the Legal Department and the Board of Health. C. Subject to Legal Review Prior to Meeting: Catering Requirements, No. 2012-003 CONTINUED TO A FUTURE DATE. This continues to be reviewed by the Legal Department and the Board of Health. Page 3 of 3 BOH 12/11/12 Filename:' 12112012 Results.doc Directory: QABOH RESULTS\2012 Template: CADocuments and Settings\flynnj\Application Data\Micro soft\Templates\Normal.dot Title: Subject: Author: Crocker, SharonGeneraMicrosoft\Office\10.0\Word\Options Keywords: Comments: Creation Date: 12/11/2012 7:09 PM Change Number: 12 Last Saved On: 2/13/2013 11:56 AM Last Saved By: Sharon Crocker Total Editing Time: 17 Minutes Last Printed On: 7/30/2014 11:41 AM As of Last Complete Printing Number of Pages: 3 Number of Words: 764 (approx.) Number of Characters: 4,355 (approx.) tel.(508)362-4541 939 main street rt 6a fax(508)362-9880 yarmouth port mass 02675 down cape engineering, inc land court civil engineers&land surveyors Daniel A.Ojala,P.E.,P.L.S. surveys Arne H.Ojala,P.E.,P.L.S. Daniel E.Gonsalves,P.E.,S.E structural design Craig J.Ferrari,E.I.T.,S.E. Dear Abutter: site Planning A public hearing has been scheduled for the Barnstable Board of Health to take action on a request for variances from Title 5 Regulations under CMR 15.000 and Town of Barnstable Regulations for the subsurface disposal of sewage for the proposed septic sewage system system upgrade at 10 Hyannis Avenue, Hyannisport. The variances requested are as designs follows: inspections The following variances are requested under Title 5, Maximum Feasible Compliance, 15.405: permits lb: reduction in setback, SAS to foundation (20' to 13') Ib: septic tank and pump chamber to be>3' but less than 6' below grade 1 c: request 9%reduction in required size of leaching facility If: reduction in setback, SAS to coastal bank(50' to 10') Variances requested under Barnstable Board of Health Regulations: Art I: Section 360-1.: Reduction in system setbacks to coastal bank(100' to 10'), t septic tank to BVW(100' to 40') and pump chamber to BVW(100' to 34') t } Said hearing will be held in the Hearing Room, South Street, Hyannis, February 26, 2019 at 3:00 pm. Please check with the Health Department to confirm date and time if you are interested in attending. Please note the same variances were granted in 2013 but the work was delayed and the variances have expired. Sincerely, 1 Daniel A. Ojala, PE, PLS Down Cape Engineering, Inc. cc: file Barnstable Board of Health THE FOLLOWING IS/ARE THE BEST IMAGES FROM POOR QUALITY ORIGINALS) I M -A- � pATA _ 9.7 .--- �C M : � Ave PUMP OFF 12" SYSTEM (OR EQUAL) 24 CDre p0O 000 00�0 0 0 0000 PUMP CH-AMBER., ,. (NOT TO SCALE) 3: I WATERPROOF/WATERTIGHT d ? �C C. G n� �J `T 1 �S, •j re PERC L, ,�} .�rd4v r,.d GS 1 RNLI oso' 3.34 ' 2 ¢ y t t A C .0' 37.3' 0C. e1 _ tr J bo n ,�♦ 0 120 NI WALL,♦ 83.5' PERFORATED .NE SOLID PIPE PIPE SECTION �♦ / SCALE (TYP.) (TYP.) ♦ / 1 "=20' �/ (?3�51+� 7) 1 J 1 2y3. 6 f� x '7 �o 97 O� Pp / 10 rl HYANp , / / / / / irgov OF M S Y A N �(N qSS 1�SN OF/AgsS DAME L s� �o` DANIELA. �� N DATE: A. z Cli M / �tnnn�j Ave, � t r re c(;l /Q a onne v D I✓r /h t/T�n9 ��'J� f d / / def- Aj v C-�� ��h Ut � �T!`f•1 C� �� '�jr�A�. �Cvu " `" ` `'� k/f 9.7 U SUBMERSIBLE 4/10 HP PUMP —� NEW PUMP OFF ROOF 12' SYSTEM (OR EQUAL) .` DRYWELL / �1 ` o00 0 00�0 0 0 0 24 000000 0000 0 0 0 0000 PUMP CHAMBER - *� \ — ♦ 0 12 (NOT TO SCALE) 'e'� lotWATERPROOF/WATERTIGHT 3: J re PERC 0 50' 34.3' 2.0 you'T ' V,Lz .e n I 37.3' I. NL , 3. In M OJT P � v r SAP I 0k. � GOB♦. P.v � � bo � ♦ c AI N I WALL 120 NE 83.5' ♦,♦ // SCALE (NP) PERFORATED PIPE PIPE STION (IYP.) 0/. X �3� +C 3S'�3 X 7) e WF 0lId > / x� -7y . HYAN -1 Y A 1,\�j I //. %L�N OF MA OF AdgDANIEL s4, DANIELA. a .a �� o.IALA I" ? ' OJALA �, DATE: !, 6 / - 9•7.. � SUBMERSIBLE 4/10 HP PUMP NEW k/ PUMP OFF 91 " SYSTEM (OR .EQUAL) ROOF _`DRYWELL / �1 ` o00 000 00�0 00 0 0 0000- 24 PUMP CHAMBER 0 �2 (NOT TO SCALE) d T WATERPROOF/WATERTIGH 3: �, I 1✓ I ^ ,1 GO l f 0 50" 34.3' 2.0' 37.3' 3. T 1.8' O PROF' � O � in �'1'e✓'�� - G oil G - AINI WALL NE ,�� 120 _ � 83.5' / SOLID PIPE PERFORATED SCALE (TYP.) PIPE SECTION (lYP.) ► 1 „=20' - 1_22.S ,/ ((37,3X z y)) SH / , . 10 / / HYA _411i Mqs Mko 'Y A N 1\ I S /, \ /y�� S 0. "M A OF ASS, o� . DANIEL NIEI_A:DA '� A � � Nm l I� oj OJALA 1�1 ,o� ALA cn DATE: tel.(608)362-4541 939 main street rt 6a fax(508)362-98BO yarmouth port i mass 02675 i down cape engineering, inc land court civil engineers&land surveyors Daniel A.OJala,P.E.,P.L.S. surveys Arne H.gala,P.E.,P.L.S. Daniel E.Gonsalves,P.E.,S.E structural design Craig J.Ferrari,E.I.T.,S.E. j i i January 31,2019 site planning i it i sewage system designs Barnstable Board of Health 200 Main Street f Hyannis,MA 02601 ; inspections ; I I permits Re: 10 Hyannis Avenue,'Hyannisport I` Dear Board Members: I hereby give my permission for Down Cape Engineering to represent me at the Board of Health meeting scheduled for February 26,2019. Applicant/Owner signature b ate r VARIANCES REQUESTED UNDER TOWN OF BARNSTABLE BOARD OF HEALTH REGS: 360-1: REDUCTION IN SETBACK SAS TO C. BANK (100' TO 10'); ST TO BVW (100' TO 40') AND PC TO BVW (100' TO 34') 360-1: REDUCTION IN SETBACK, SAS TO MHW (100' TO 86') VARIANCES REQUESTED UNDER MAX. FEASIBLE COMPLIANCE 15.405: 1c: REQUEST 17% REDUCTION IN REQUIRED SUBSURFACE DISPOSAL DESIGN REQUIREMENTS lb: REQUEST REDUCTION IN SETBACK, SAS TO FOUNDATION (20' TO 13') 1.b: ST & PC TO BE > 3', < 6' BELOW GRADE 1f. REDUCTION IN SETBACK, SAS TO COASTAL BANK 50' TO 10' Town of Barnstable P 4t Departitneut of Regulatory Services MAM Public Health Division Date � �� l L 200 Main Street,Hyannis MA 02601 Date Scheduled C� Tune V --� Fee Pd, Soil SuitabiliO Assessmentfor Se e l isp®sal Performed By: Witnessed By: " LOCATION& GE' INORATION Location Address /O `.Iyan �o �`/'✓yl_,t �I Owner's Name ��/✓�e� Address Assessor's Map/,Parcel: es�g VI 3 Engineer's Namc NEW CONSTRUCTION REPAIR Telephone 0 Land Use: & � Z_ Slopes(RG) 0" Surface Stones Distances from: Open Water Body— IOO t possible Wet Area 7/00 ft Drinking Water Weil 1 l'�f[ Draiira e Wa �d g Y ft Property Line ft ,Other ft "SIMITC :(Street name,dimensions of lot,exact locations of test hulas&perc tests, 0ii locate ands f�pro� x�rru_ty to fioTes•)�__._.. ✓✓ 10 N Al Parent material(geologic)_G�'w j_•- th to lied ock Depth to Groundwater. Standing Water in Hole:_AZ0/1/4 Weeping to Pit Face Estimated Seasonal High Groundwater_ // Method Used: DETERMINATION FOR SEASONAL HIG' R WATER TABLE Depth Observed standing in obs.•hole: (N `In. ,Deptia to soil tnottics: In, Depth to weeping from side of obs,hole: ex Well ln,q©rtlllTldwater AdJustment fit,Index Well Ik Reading Date: Ind Wll Il _ _ .. �I,flaetbr _ Adj.draundwnter Level ,,,,�, Observation PERCOLATION T +'ST Date Time P Hole# Thnv at 9" _ Depth of Park Time At 6" �' Start Pre-soak Time @ :(G0 Time(9"-6") � _ End Pre-soak Rate Min./luch Site Suitability Assessment; Site Passed _ 5itp Failed: Additional Testing Ncedcd(Y/N) g l Original: Public Health Dlvlsion Observation Hole Data To Be Comploted ou Back---4___ ***If percolation test is to be conducted within[100' of wetland,you Must first notify the, ! Barnstable Conservation Division at least one(I) week prior to beginning. Q:\S EPTIC\PERCFORM.D O C DEEP.OBSERVATION HOLE LOG Hole Depth from Soil Horizon Soil Texture .Sdil Color Soil. Otlrcr Surface(in.) (USDA) (Munsell) Mottling (Structure, Stones;Boulders. i ten�y,96'Gravell d-z y v-1142 7SC� J3 12v � Laos:. • DEEP OBSERVATION HOLE LOG hole# Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (structure,Stones,Boulders. . Consistency.%Cave Inc, �"v E-174 DEEP OBSERVATION DOLE LOG hole . Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottlln g (Structure,Stones,Boulders. o i to c C e DEEP OBSERVATION HOLE LOG Hole# Depth from Soil Horizon Soil Texture Soil Color soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones',Boulders. Consistency y Flood Insurance Rate Map: / Above 500 year flood boundary No— Yea Within 500 year boundary No Yes ' Within 100 year flood boundary No._ Yes ' Depth of Naturally Occurring Pervious Material Does at least four feet of naturally occurring pervious material exist in all areas observed throughout the area proposed for the soil absorption system? If not,what is the depth of naturally occurring pervious material? Certification / I certify that on �/ (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�10 CMR 15.017. Signatur Datb� Q:\S.EP '1DPE1tCP0RM,D0C �pFTHE ' FEE: BARNSrABLE, f n/ gap 63! �0� v�e, TI REC. BY Aown of Barnstable / l SCHED. DATE: C Board of Health r� 260 Main Street,Hyannis MA 02601 Office: 508-862-4644 Wayne A.Miller,M.D. FAX: 508-790-6304 Junichi Sawayanagi Paul J.Canniff,D.M.D. VARIANCE REQUEST FORM LOCATION Property Address: to Q-A-"A4l S Assessor's Map and Parcel Number: 13 Size of Lot: Wetlands Within 300 Ft. Yes Business Name: No Subdivision Name: APPLICANT'S NAME: Phone Did the owner of the property authorize you to represent him or her? Yes No PROPERTY OWNER'S NAME Q CONTACT PERSON Name: `JAM 12 l �A�IE �A/L/3�� Name: � mJLy (at-1.A H4bnt CFDG q2(�t �`�S Address: 1 t i"�4NN i� A�/� { �,a y,J„S Address: i. ��2wiA.7 S?. 1��_STZ-,ti Py T Phone: Phone: VARIANCE FROM REGULATION List Re . REASON FOR VARIANCE( Reg.) (May attach if more space need s•—e _..4 g CI CD NATURE OF WORK: House Addition 13 House Renovation ❑ Repair of Failed Septic Syste Checklist (to be completed by office staff-person receiving variance request application) Please submit copies in 4 separate completed sets. _ Four(4)copies of the completed variance request form Four(4)copies of engineered plan submitted(e.g.septic system plans) Completed seven(7)page checklist confirming review of engineered septic system plan by submitting engineer or registered sanitarian Four(4)copies of labeled dimensional floor plaits submitted(e.g.house plans or restaurant kitchen plans) Signed letter stating that the property owner authorized you to represent him/her for this request _ Applicant understands that the abutters must be notified by certified mail at least ten days prior to meeting date at applicant's expense (for Title. V and/or local sewage regulation variances only) Full menu submitted(for grease trap variance requests only) _ Variance request application fee collected(no fee for lifeguard modification renewals,grease trap variance renewals[same owner/lessee only], outside dining variance renewals[same owner/lessee only],and variances to repair failed sewage disposal systems[only if no expansion to the building proposed]) Variance request submitted at least 15 days prior to meeting date VARIANCE APPROVED Wayne Miller,Chairman NOT APPROVED Junichi Sawayanagi REASON FOR DISAPPROVAL. Paul J.Camriff,D.M.D. C:\Users\decollik\AppData\Local\Microsoft\Windows\Temporary Internet Files\Content.Outlook\BAJ9P9B7\VARIREQ.DOC `� 1 tel. (5,08)362-4541,. t 939 main street rt 6a fax(508)362-9880 yarmouth port mass 02675 down cope engineering h7C structural design civil engineers&land surveyors Daniel A.Ojala,P.E.,P.L.S. Arne H.Ojala P.E.,P.L.S. Timothy H.Covell,P.L.S. land court Andrew R.Garulay,R.L.A. surveys, October 26, 2012 4 site planning Dear Abutter: sewage system A public hearing has been scheduled for the Barnstable Board of Health to take action designs on a request for variances,from Title 5 Regulations under CMR 15.000 and Town of Barnstable Regulations for the subsurface disposal of sewage for the proposed septic system upgrade at 10 Hyannis Avenue, Hyannisport. The variances requested are as inspections follows: permits The following variances are requested under Title 5, Maximum Feasible Compliance, 15.405: landscape' lb: reduction in setback, SAS to foundation(20' to 13') architecture lb: septic tank.and pump chamber to be> 3' but less than 6' below grade 1 c: request 9%reduction in required size of leaching facility 1f. reduction in setback, SAS'to coastal bank(50' to 10') Variances requested under Barnstable Board of Health Regulations: Art I: Section 360-1: Reduction in system setbacks to coastal bank(100' to 10'), septic tank to BVW(100' to 40') and pump chamber to BVW(100' to 34') Said hearing will be held in the Hearing Room, South Street, Hyannis,November 13, 2012 at 3:00 pm. Please check with the Health Department to confirm date and time if you are interested in attending. Sincerely, � � 41 Daniel A. Ojala, PE, PLS Down Cape Engineering, Inc. cc: Abutters file Barnstable Board of Health `t r a o.• , Health Complaints 13-Apr-05 Time: 12:45:00 PM Date: 4/13/2005 Complaint Number: 18029 Referred To: DAVID STANTON Taken By: DAVID STANTON Complaint Type: TITLE V SEWAGE Article X Detail: UNSANITARY CONDITIONS Business Name: Number: 10 Street: Hyannis Ave Village: HYANNIS Assessors Map_Parcel: 287-131 -1— Complainant's Names Address: Telephone Number: Complaint Description: A woman stopped when he was at Eugena Fortes beach to let him know there is a pipe that can be observed at low tide that she thinks has sewage coming out of it. The pipe is about 30'east of the jetty. This is the property with the tall cylindrical building overlooking the water. will call with the complaintants info. Actions Taken/Results: DS WENT TO SAID LOCATION. IT WAS A LOWER TIDE, BUT DS DID NOT OBSERVE ANY PIPES. DS WILL CHECK WITH DALE WHEN SHE RETURNS TOMORROW TO SEE IF SHE KNOWS ANYTHING OF THIS. i Investigation Date: 4/13/2005 Investigation Time: 1:30:00 PM ,I I r � i a w 44.-e" I 1o' 5" D I ' m m In _ z z Z I Oin U - ------ ' I i cA W 70 m I w I � nlO A E ® ® O I 7AIIn ee = ml 0 In II � aa000ao © a as oo �'.8" Z� Z -doZ r pD F z' F. s F F F y o-Ni r: .. EF " O A O r PE D 8 A Fnn o D O In y In A n Z O mFn m E o E U' O N F T 5 N 7 E. E - y N r m j O D In in D - _ = E.IZmn A. F .Z E d Z .Q: Z Z'. i"E m. 3 !it. D OO (�1; t� pI Fn1 N Z ll 1 "1 JZ�. - x z1 � �{ F � n z� G' 3..0 � N n. n In In to 66 In F Z Z In E �I/ 1 O z p .. In O ti O In A p 3 Z - 26' 3" D m 3 I>o I A 11 ® 7 = N F / A I w m - �ft Na ------- ------ , m 0 -. .. n I A\II p - w m - � n O z m m p o / I D m ® , - o / In= O / O,O Nz m MCI . Oo mFV/10 , 63 1> / - - --- on A -4 d N rn FLOOR PLANS - PROPOSED ° PROPOSED RENOVATION FOR: DE51GNED BY: 10 HYANNIS AVENUE GAVIN & SULLIVAN ARCHITECTS, INC, • PROJECT:18-131 SCALE AS NOTED 10 HYANNI5 AVENUE 125 WARREN STREET LOWELL, MA. DATE: AUG.30,2018 DRAWN BY:MW ?8 HYANNI5 PORT, MA 7. Qmni L� Nla ,N. A . pn EZ ii m. mmy� In 71 r N vn O rn.bz z3 DOnma OD V 07 Cil ztzzn .p fim 11 in niOA W N G�OG�GC E� s Q�� 5-O".. .. - 36,-9�� �l 0 O p AI z m Inc 4_5 ,20-:0" 11 II Ii II - -- - _'— O n Ra I - I -ry ° �bp _ O N y�D ip m I N F �- I I I - 7C E.v w A1> AmX = I .I GI -- - I m �yN I I I.-I m�i - I mDA''A- I I I - ��� n0� -Di�. I-.A�m m ( 2ynnm,A I I I. z n LPG I ( I IF N-. mZ.. rn rl 3 t 3 - yyOX 1> � O v D D .r -a 4cm•- - - r_ _AE - I ZI I I 1 I I I I i n ri _ ola "-1 n am N I 6) In Z D _ L .' :'I. I O I: I pQ I I I O I N� N3 I II z 00 I -- vI p m <r :: I ''n — —— �— — —— — II o N� I I II In I 1 I't- L I IFy I I I ll�? T 1 7= I I I s I I 1 i I I I zQ r I Dye aN ono P az r pX' U yZ. V.D 30� ZN.yE py I = m _ a . Z13 z0 OED a �2 A� 03 0 I E1Q m. Oae I : .. I: OAA�p a:. • O30 -n. In OZ0 . IV ja� Dz0 O . p 0.2 m p. 0 z=i f) O D =v 2 (n d Z U m l O 7r] m� O. I I O zz o I . m C Er fti,. O E In I I. fli Dq-N-' D - 1> Z r ��y0 Day uDn I m DDy2 .. Dma' mDIn Ln F .. .. :-O• A p - A U z W o N(iNa NI�N 2EI lilElElEllil 0RH� ZA _ - - :: 2. D:.b m D m D D A (a)D - A D r m F a _. F F m.F E D N m F m y m _ ❑. n � F:N E .A ) m A O A A_ -0 3 Z - A 0- z m n,z O A- UP D' p 3 mE U n Q 03 m -:A p r Az .: I'.ZZOz Z'.. m. Du z Q 3 I I I m O �L•iT A, .I _ _. ..- C-.. m(�N fll G y N. 3 tl E D YY. .. xDy D y � 3 IL IL IL IL IL _I. cov o m ° ° m N N Xl _I) N duo o. o m o zr z p In 0 to n z . _ G p m FIRST FLOOR - PROPOSED' �n PROP05ED RENOVATION FOR: DESIGNED BY: 10 HYANNIS AVENUE C>4VM SULLIV14N .4RCNITECTS, INC, PROJECT:18-131 SCALE AS NOTED 10 HYANNI5 AVENUE 126 WARREN STREET LOWELL, MA. N DATE: AUG.30,201a DRAWN SY:MW HYANNIS PORT, MA 777 A B D G U 14'-0" - 12'-10" BO,_lY' �!-I., 6'.d. 1 - — - - — - — -— - - — - — - — - - — - — - — ! - I - SECOND FLOOR PLAN GENERAL NOTES ! I 1,v1 PROVID'e lO ALL STRUCTURE TO REMAIN EXCEPT AS NOTED ON STRUCTURAL DRAWINGS. CABLE/POWER FOR Tv ! 1 PROVIDE O PRESERVE AND PROTECT EXISTING WOOD FLOORS. CABLE/POWER FOR TV \J El REMOVE ALL EXISTING GWB m WALLS AND CEILING.NEW WALL AND CEILING BEDROOM BEDROOM FINISHES TO BE INSTALLED. aF :T-10" CH:T-10" d W CH I � ALL WINDOWS ARE NEW.ALL WINDOWS ARE TO BE INSTALLED IN EXISTING I I OPENINGS,U.N.O.INSTALL NEW WATERPROOFING/FLASHING. Z O O •� —� - O ❑5 ALL STAIRS TO REMAIN IN PLACE. _ > I— ! Q INSTALL NEW HVAC. - I 11L E] ALL LIGHT FIXTURES,OUTLETS,SWITCHES.ETC ARE TO BE NEW. ry I ❑g INSULATE ALL EXTERIOR WALLS. - I _ � z �,yeO ALL DOORS ARE NEW WOOD DOORS U.N.O. _ Q WLLJ IN ALL ROOMS INSTALL NEW PAINTED WOOD:CROWN MOLDINGS,BASEBOARD, I I w Z BATH DOOR TRIM AND WINDOW TRIM. I z} Q _ CH:7'-10" 0 ALL ROOMS TO HAVE A NEW LIGHTING INSTALLED,AS DIRECTED BY LIGHTING - T 2 _ — _ —_ — _ — _ _ _ _ _ _ DESIGNER. W (Q s I INSTALL NEW STONE AT FIREBOX/HEARTH, _—____ AS SELECTED BY OWNER.INSTALL NEW I I WOOD MANTEL/-RIM BATH - .. 1 CH:T-10" I - I Qy BEDROOM — — PRDYICE p CH;7'_10" I GABLE/POWER FOR TV U_ DN - i ❑W D= —i i ABOVE FIR'cP ILACE z - LAUNDRY I. I ®. ! ! - BEDROOM I p I I I CHIT-10" = q W I CHIT-10' I I REMOVE EXISTING CENTER MULLION. '� } Z Q ____ - INSTALL NEW PICTURE WINDOW I - �, p } z CL Z > tu } III HALL N Q Q/ BATH 0„ ! I o z IL CH:T-10" d) Z z DL I! _---_-- _—__-- - NEW DECK OVER NEW p Q z SLOPED JOIST5 AND EEPOM IL >- }- z • /\ .. IRA—ERS. p � = Q A 4 — - - - - -PROD - - - - - — ` — - - - - -- — - - - - - - - - — — — — — — — — CABLE/POWER FOR TV I I i ! PROVID'c - �t I �.GABLE/POWER FOR TV PROVIDE I REMOVE WALL 6ETOW TO I !� INSTALL NEW STONE AT FIREBOX/1-EARTH, C4BLE/POWER FOR TV PROVIDE ACCESS TO NEW AS SELECTED BY OWNER.INSTALL,MEill \/ DECK OVER SUNROOW WOOD MANTEJTRIM O / 1 BELOW 99 _ I NEW IPE WOOD DECKING a' BEDROOM BEDROOM BEDROOM ® BEDROOM CHIT-10" CH:T-10" CHIT-10" ! CHIT-10 i - PRO V IDE CABLE/POWER FOR TV REMOVE EXI5TING CENTER I - � - 1�ATw - - � �� � REMOVE EXISTING CENTER .NEW PAINTED .'- ! I I W000 SYSTEM .MULLION.INSTALL NEW - , - MULLION.INSTALL NEW - PICTURE WINDOW ! - — PICTURE WINDOW 0 F B 6 --- - -I- - = - - 6 O a m o I Q ROOF BELOW - - - - - - - - -I - - - - - - - - - - 7 � ! ® EXISTING-WALL TO REMAIN (-FRAMING ONLY,ALL INTERIOR - EXISTING WALUCEILING 1 O 0 PLASTER/GWB TO BE - - p - u- 1 m I REMOVED) ROOF BELOW 1 I I I I m ! NEW WALLS F- Ul O m a —12_-3" -1-z' e_O„ d) a 0 A C D.1 I E H 1 J cl SECOND LOOR_PL4Nl�PS.O_PO_SED MAHRTC PART z - 1/4" = V-O" Ca.5, NOLBROOK:HOUSE j - West Main St. St. SYSTEM DESIGN: SYSTEM PROFILE ALL SYSTEM COMPONENTS SHALL BE NOTES c�ddet LEGEND - MARKED WITH MAGNETIC TAPE OR 5 (NOT TO SCALE) COMPARABLE MEANS FOR FUTURE LOCATION. 1. DATUM IS NGVD 29 Pie 99-- EXISTING CONTOUR GARBAGE DISPOSER IS NOT ALLOWED ACCESS COVERS TO WITHIN 6" OF FIN. GRADE CONCRETE COVERS TO WITHIN 3" GRADE 2" PEASTONE OR GEOTEXTILE 2. MUNICIPAL WATER IS EXISTING Z X 99.1 EXIST. SPOT ELEV. DESIGN FLOW: 11 BEDROOMS ® 110 GPD = 1210 GPD \ FILTER FABRIC OVER STONE Oak 14.0' 3. MINIMUM PIPE PITCH TO BE 1/8" PER FOOT. PROPOSED CONTOUR USE A 1Z1O GPD DESIGN FLOW MINIMUM .75' OF COVER OVER PRECAST 2% SLOPE REQUIRED OVER SYSTEM 16.0' (sa SEPTIC TANK: 1210 GPD (2) = 2420 (FIRST COMPARTMENT) PRECAST H-2o PROP. TEE 4. DESIGN LOADING FOR AN GAL. CHAMBER UNITS Smifh • .BLOCKS OR TO BE AASHO H-10: ST AND PC TO BE H-20 4) PROPOSED SPOT EL. .',4 P.-, TEE ;�• . PRECAST RISERS o eTH1 1210 GPD (1) = 1210 (SECOND COMPARTMENT) R�ERs )': 2'0 4"0SCH40 PVC MORTAR ALL OTEST HOLE Z42O + 1210 = 3630 GAL. REQUIRED ; PIPES LEVEL 1ST 2' COMPONENTSH-10 5. PIPE JOINTS TO BE MADE WATERTIGHT. ENDS INV'S EL. 13.1' 3.STUDIO* rrP) SIDES13.9' 6. CONSTRUCTION DETAILS TO BE IN ACCORDANCE WITH 2% SLOPE of GROUNDUSE A 4000 GAL. DUAL COMPARTMENT SEPTIC TANK • 24" W ➢O/0➢O'O, 0 310 CMR 15.000 (TITLE 5.) * 6.83 m ° ° 0000 l ' 7.0t ' :• 24" TEE -®®®® >00000000 < c LEACHING: TEE 6.75' ,. ,� °0000°°° d o 0 0 0 0 0 ° o ° ° ®®®®®® o . . . 7. THIS PLAN IS FOR PROPOSED WORK ONLY AND NOT TO co CC) UTILITY POLE _ o 0 0 0,o 0 0 ° ° ° ° �®®®®®® ;00000..o SIDES: 2 (83.5 + 11.8) 2 (.74) 282 GPD GAS BAFFLE •• U °°°0000° ° ° ° ° 000000a..0000 00 ,o°000000 ,°o°00000 BE USED FOR LOT LINE STAKING OR ANY OTHER a Locus ._ a ,.o,.o,.o.,o,.o,.o o„ 1°°°o°°°° ®®®®®® •°o°00000 m TUF-TITE EF-4 0 0 0 o 0 0 0 0 FIRE HYDRANT (.74) 2,480 GAL COMP. 1,427 GAL COMP. EFFLUENT FILTER j 3.73 1 .56 °o°o°°°o 0000 1 1.1 BOTTOM 83.5 x 11.8 .74 = 729 GPD .�, :;,::; ' ° ° ° ° ° ° ° ° PURPOSE. � ►� '� ( ) '; (OR EQUAL) a " " � o Nantucket Y W�MOL�Ep IN GAS o " 8. PIPE FOR SEPTIC SYSTEM TO SCH. 40-4 PVC. o NOTE: NOT ALL SYMBOLS MAY APPEAR IN DRAWING u E 1 MIN. SUMP ' ' '�''� '. •:'.•' '•' crow � 12 MIN INT. DIM. Sound TOTAL: 1366 S.F. loll* GPD DWELL.* •�* • � .• H-10 500 GAL. LEACHING CHAMBER BY ACME PRECAST OR EQUAL. O O O O O O O O O O O9. SEE VARIANCE REQUEST O O O O O O O O O O O 3/4"-1-1/2" DOUBLE WASHED STONE 3.5' MIN. (9) UNITS REQUIRED W COMPONENTS NOT TO BE BOARD OF OR CONCEALED * 0000000000000000000000 ALL AROUND PRECAST STRUCTURES WITHOUT INSPECTION BY BOARD OF HEALTH AND USE 9 500 GAL. LEACHING CHAMBERS (ACME OR EQUAL) *MATCH INVERT ELEVATIONS EXITING �- 6" CRUSHED STONE OR MECHANICAL OVERALL DIMENSIONS TO OUTSIDE OF STONE: 83.5' X 11.83' a, -•PERMISSION OBTAINED FROM BOARD OF HEALTH. *THE INSTALLER SHALL VERIFY THE WITH (3 5' STONE AT ENDS AND 3.5' AT SIDES DWELLING AND STUDIO (PROVIDE MIN. COMPACTION. (15.221 (21) 10. CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING LOCUS MAP LOCATIONS OF ALL UTILITIES AND ALL 2% SLOPE FROM BUILDINGS TO ST) NOT TO SCALE DIGSAFE (1-888-344-7233) AND VERIFYING THE LOCATION OF ALL UNDERGROUND & OVERHEAD UTILITIES BUILDING SEWER OUTLETS AND ( 2.Ox SLOPE) (--!-X SLOPE) (-!-X SLOPE) ELEVATIONS PRIOR TO INSTALLING ANY PRIOR To COMMENCEMENT of WORK. 6.1' BOTTOM TH-1 PUMP � � LEACHING ASSESSORS MAP 287 PARCEL 131 PORTION OF SEPTIC SYSTEM FOUNDATION - 21' SEPTIC TANK 4' 161 D BOX 48 FACILITY NO GROUNDWATER FOUND 11. ANY UNSUITABLE MATERIAL ENCOUNTERED SHALL BE MA CHAMBER GROUNDWATER EXPECTED AT EL. 3't REMOVED 5' BENEATH AND AROUND THE PROPOSED APPROVED DATE BOARD OF HEALTH LEACHING FACILITY. 12. EXISTING LEACHING FACILITY SHALL BE PUMPED AND VARIANCES RE REMOVED. CES QUESTED UNDER TOWN OF BARNSTABLE BOARD OF HEALTH REGS: 13. INSTALLER SHALL CONFIRM SUITBABILITY OF ELECTRICAL SYSTEM FOR PUMP INSTALLATION 360-1: REDUCTION IN SETBACK SAS TO C. BANK (100 TO 10'); ST TO BVW (1 DO TO 40) AND PC TO BVW (1 DO TO 34) / / t 360-1: REDUCTION IN SETBACK, SAS TO MHW (100' TO 86') PROP. WATERTIGHT COVER TO GRADE / / / It . VARIANCES REQUESTED UNDER MAX. FEASIBLE COMPLIANCE 15.405: ALARM AND CONTROL.PANEL BASIN / / \ 1c: REQUEST 17% REDUCTION IN REQUIRED SUBSURFACE DISPOSAL TO BE INSTALLED INSIDE PROVIDE QUICK DISCONNECT FOR PUMP �' BUILDING. ALARM TO BE ON ` DESIGN REQUIREMENTS NOTE: PORTIONS OF CONCRETE WALLS WILL REQUIRE SEPARATE CIRCUIT FROM PUMP D D , \ REMOVAL TO GAIN ACCESS FOR 1b: REQUEST REDUCTION IN SETBACK SAS TO FOUNDATION 20' TO 13') APPROX. � � INSTALLATION OF SYSTEM � � ( DRAIN PIP , (COORDINATE WITH OWNER PRIOR TO INSTALLATION) 1 b: ST & PC TO BE > 3, < 6 BELOW GRADE BVW 1 \ 1 f: REDUCTION IN SETBACK, SAS TO COASTAL BANK (50' TO 10') INV. IN 6.71' 2500 GAL. H-20 S/ R SSURE LINE 1630 GAL.+ SLOPE TO DRAIN BACK TO PC / , RESERVE TEST HOLE LOGS ALARM ON / FLOAT SWITCH 0.25" WEEP HOLES / 'y LOT AREA: SETTINGS: PUMP ON 5" CHECK VALVE / �J 44,131t SF , 9.7" WORKING RANGE MYERS SRM 4 y. MAP 287 PCL 130 ENGINEER: ARNE H.' OJALA PE PLS SE / / MAYWOOD LLC 9.7" SUBMERSIBLE 4/10 HP PUMP / O� / / 5425 GALENA PL DON DESMARAIS, RS PUMP OFF 12" SYSTEM (OR EQUAL) � WASHINGTON D.C. 20016 WITNESS: DB 21755 PG 203 000000 0000 0 0 0000 . r / /Q� Ol. , DATE: 9/7/12 PUMP CHAMBER r / /� ARAGE/ _ / PERC. RATE _ < 2 MINANCH - (NOT TO SCALE) /r //\ / R STUD BVW 1.5 \ FLR 14. 1 WATERPROOF/WATERTIGHT O� /� 1 CLASS I SOILS p# 13726 ELEV. ELEV. BUOYANCY CALCS: z 2,000 GALLON PC WEIGHS 28,000 LBS o�� c sue, 0" 16.1' 0" 4 16.2' 11'. X 6' X 3.87' X 62.4 = 15,938 LBS UP OK BRICK PATIO � FILL FILL VERY APPROXIMATE 100 y / 3 I : BVW 1- _ 4 14.1_ 14.03 I q EXISTING __ _ _ 2 _ 26 _ ._- YEAR OLD CAST IRON lo�� r PATIO AT HSE. I c:E55P00L N� 1 � B B WATER MAIN ,16 � ,� , // G � EL. ,S.D' � !{DEMO) r, � '/ 1 00"� LS LS 1000 o�� /� 1 ; co � P,o E 3o, 1OYR 7/4 13,35y :. 1 OYR 7/4 , / �// / , A 37 `� 1 VW 2.5 , 3 33 13.45 MAP 287 • �5 / L 118 0�� / / 7- �" OO � 28' s ""�` r ZONE v1 16 01> O $ 1 ♦go C C 10 ws / PERC WATER MAIN t 0 4 1,,•'` / 0 50" � / / �' �'""- MCS MCS 16 / 'METER ARK:COVE WAT R i -� // EASEMENT 1 ,. Bvw '0000 to LEV. 16 4' /% P / Y • WATER EL. 1.6 go �n ��' � \ EXISTING 9 BR T, 00*0 DUNE 2.5Y 7/4 2.5Y 7/4 r'1 /�' O - _ - _ - - / �� / LAWN DWELLING r+ c, ♦ ��,.�� conscA� ' V ' _ _ o • AYJFIITE LINE o S � AVE .4 ?�' �� �,.�' $ � �� BVW 6 DUNE 2 00 ELLOW LINE �, % E 5 / SF B 4 / / �P ���` // lON oN v o E�• � ��9 1 ,� 120" 6.1' 120" 6.2' o 4.8 WATER ENCOUNTERED o x NO GROUND ITE LIN to 00 o- m MCS----M �o� // 16.8 y� rn,i100 15 1 �---G \ h ti cT E PAVE / 20& f r► v�0 -� POLE \ GRAVEL Ir�� ION f c TH2 i' / zoo 00,/ ZONE ,y LAWN j B 5 DUNE 1 o a LAWN' / T - / PN��Ng LAWN AREA 15.4 � y POSTS , TITLE 5 SITE PLAN TER EASEM NT o E 41 DUNE 'r/ r r r COASTAL DUNE �Pg(PL OUN GN / r r 000 STPN-8EP OF WOODED AREA UY WIRE U / 14, r r r COP aw yin // /41 0 R 16.1 r r r r COA$TAL DONE '' o o ZONE BI 12 BUILDING ✓ to o N 10 HYANNIS AVENUE EL. 12 ZONE �16� L. 13 > �,�«��" r , ♦ ZONE 41 1 r RETAINING 8 PROVIDE 14G' OF 40 MIL LINER AT 5 • H Y A N N I S.P O.R T ♦ p1 WA OFF SAS IN ;AREA SHOWN. TOP AT El. I� � ♦` too 1 EXISTING CONCRE 6 1 13.8' BOTTOM AT EL. 9.8' 00 00 ` . 1 a 0000 N N\G 2 PREPARED FOR 7 XL STORM ♦ P. 4. COASTAL DUNE $ gUBJECj f0 EE$.1ANp1N /oQ�/COASTAL DUNE LAND CNE L NE ONCRETE WALL- (WALL UCORNER) ' !►' / o G D C ARCHITECTS WIDE EXISTING 2 �o+. toto r •• TAL DUNE go i DATE: 10-12-2012 �► / ,� coA$ (REVISED: 11 -14-�2012 BOH COMMENTS) vo so 100 � � � � �� � Scale: 1"= 20' W 2 COASTAL DUNE i 0- TOWN N OF N DUNE LINE 0 10 20 30 40 50 FEET (BEACH)ABLE (WALL CORNER) , n DB 411 PG 469 >aA ti �N of iN , Ass fax 508-362-9880 LIC. #3410 ♦ � r ^ �H of y�.� off 508-362-4541 DB 808 PG 429 40 . ., qos y� q 1 PB 103 PG 81 NA •�,�� 9 DANIEL c�� downcape.com 00 0. DANIELA. I ♦ i "C SE 3-2873 OJA i N C OF C DOC. 941579 JETTY ``'0 1 OJALA m T I I LIC. #3410 CIVIL owl! cope ongineering2 /dc. No.40a80 E PROP. VENT WITH CHARCOAL FILTER i c ' P a� ci vi/ en ineers L pv�t AND BUGSCREEN (FINAL PLACEMENT B,ri �ci �� °�F s� 9 OPS�� PCN CONTRACTOR WITH HOMEOWNER i I s T e e; �� 04 - land surveyors I�PL BE CONSULTATION) PIER - t Op,S i PB 480 / ' ��,�= V 939 Moin Street (`Rte 6A) 00 C PG 37 YARMOUTHPOR.T MA 02675 1 ♦ � I DATE DANIEL A. OJALA, P.E., P.L.S. 12-210 t .��� 12-210 GDC ARCHITECTS.DWG f"'4 ,i .. A 1 ' ! , .;.,. t,r ,i , _.r�. •' A'.Y: ' .� j .i '^,e.i• ,i, I: :r ">•,y ., ^! .. 'P v 1 th:;r irr4 .t . rn j-. } ie . a B 0 O A O 14'-0" 12'-10" 30'-11 30'-1" 8'-011 UP I 1 1 - • A3.1 ICK STAIRS TO EIMAIN,CSTING LEAN STAIRS OF I I ANY MOLD OR STAINS , BATHRoo r r _ RAISE WINDOW SILLS TO WIN(" i I x MATCH THE EXISTING SILL I REPLACE EXITING WOOD G O CO �" . i L HEIGHTS OF ADJACENT , FLOOR AT PLATFORM W/BRICK Y I KITCHEN WINDOWS I •' 114 .. , I I W w o " 1 ' BENCH / cn N MUDROOM -_ WALL LEGEND 1 KITCHENit V1 CH:9'-6" 1 CH:9.6' I ,i 4 110 109 N r I EXISTING TO N s n—s WALLS EMAI CL -CI-- ANTR ( NEW WALLS r 112 LC l LAUNDRY 111 o CH:9'-6".. e 0 _. > :. .: REPAINT/REFINSH �n Im m EXISTING CABINETS. 1 Y , eee PROVIDE NEW HARDWAR rp cV BENCH .... .. .•. ,;.:., �r,�.-�,�,1..� :, x :�;' MPUTER DESK Z, rn O- 106 O w • _ DN y� COAT ROOM _ - _ r $ ^?L :.. ,:. 2^'.Y> .<"i W:'.fit •!.Y I— 3 k -J L t I F. —STORAGE i L I I J I_ I CL 1 � I UP • rti= z o -__-_-_ . ;:,• i -: BAR/PANTRY P , .-., 1... .. ,a v. ,. 'r 1 ,. �i ,1 1 r r ! ,u. � . 1 1 4 ! ✓i, d i ... i f TO x �3�= t. EXISTING BRICK STAIRS ) ,.`�,a _ i„1 . r r; I y.. r. !, . ! . 1f x ,. •Y; 1 �: I I i REPAINT/REFINSH N 8TAIRS OF -_ __ -__ ':, . _ �� 103 r ,> I CH' "" REMAIN,CLEAN „,. O .: �> C . ANY MOLD OR STAINS I I :a - . ., tCtr'.a r;.. v H•9-6 EXISTING FIREPLACE • i 1 I i I t - A ...,: ,.. t TRIM,MANTEL, ET - ' t I I REPAINT EXISTIN XISTING NEWEL POST 1 I -1 I G I I I I A9.2 I I I I FRONT HALL I I WOOD PANELIN I NEW RAILING AND BALUSTE 2 I I I `• 4,• i UP -1 I O „ i I Up 1 I NEW(PAINTED WOOD DINING ROOM � I CH.9-6 _ _ WWP EXISTING PERGOOLA TO I I I I i OLUIMN BE REPAINTED - - J I I I I XISTING COLUMN 1 I t o I - CH.9-6 I - - .F ===-� I I i ( ♦ 116 11 11 102 --_--------- cw .• --------------- S I c., �( eee L 1 L`}.', - .? - -vd o3{:r"i:.wY,{+:' ;,-•r a J<'f<..::. a:.. ,x ,'. Y,K y:s EXISTING STUCCO COLUMNS TO BE I A. REFINISHED ————— _t —— 5♦ NEW WOOD i BASEBOARD TO NEW PAINTED WOOD , . I I I I eee ITING I A3.1 11 I ( I ;. -REPLACE EX COLUMN TO MATCH BASEBOARD I LC r . I I I ISTING COLUMN i u u I O R TYP. LJ LJ I O I EATE S, 1 126 4• I I 1 RAISE EXISTING HEADER M NEW PAINTED WOOD BEAM, " HEIGHT TO MATCH �: :, I I I ,..; I O BATHROOM ,. ( 1 I _ TO WINDOW *' WWP I I I I TRIM AND BRACKETS I I I A9.1 I 1 EXISTING WI DO I r( c> I C_� I ATCH EXISTING I I EADER HEIGHT I I 1 CH:9-6 I i 1 11 I I I 1 BENCH I ----- -------------_i L__J L------ _-------J L__J L----- -- ... 4 4• , 1 -- - ------ I I I I I I I I r II NEW PAINTED WOOD IIi > I I PILASTER TO MATCH D _ I I 4.:i REMOVE ALL EXISTING C11 I I I I XISTING PILASTE A9.3 fLOURESCENT LIGHTING 1 123 I I I i I I I I I I I I I ABOVE.REPLACE W CROWN REPAINT/REFINSH . . I I I MOULDING AT THE TOP OF EXISTING FIREPLACE ,.; i ----- P CL CLOSET ROD AND SHELF,TY IN W PANELING> XIST G WOOD .� I I I TRIM, MANTEL,ETC—," LIVING ROOM _ , _ H C Ai NT/R E FI S < . 1 1 DE REP f� F>R . i ,. r , ;, . w _�.., SUN ROOM, S: W WWP EXISTING FIREPLACE __-. ku CH:9'-6" TRIM FINISHES. WWP I ,I A9.3 118 * ----------- - ---------------------- - --------------- �_< P PROVIDE NEW MANTEL ---- -I f -i r r CH:9'-6" !� 1 I U I r r y.�;x 1 I I r ; / I I e. w,. 120 I 1 0 I 119 ----_ _ O t I I I I I I I \ I O r JJ „ , : c ,; .; � • :, ,,.. , ,., . . __.- r, s L Y UP rT ' 4 z : .. EXISTING FOUNDATION TO BE REPAIRED,SEE ! STRUCTURAL DRAWINGS Scale: 1/4" = 1' .: , . F STRU 1 (D--1------------------------------ -- issue 1 , Drawn b : • I ' I I I ' Y date .. - Sin{r,,.,,,;� ;, ., !,' , ,; ;t;.D I,: Sr i it ! ' ' :�' 'tii : ; ,I.... , ,'I ',Yi ' ;j i �l;�v� r. i ii i ::r ar5 .,t :rl:. 'N r : l t�;fl' 1, r ,'� :Y , , 'r .�. •. f-r, y . _ ,, j, p ., 1 12 ! 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CL rz: I BEDROOM i BEDROOM BEDROOM � '��` � MASTER BEDROOM i. � CH:7'-10" CH:7'-10" _ _ Cld oNv OL �-I l: �' / 5 O o rn r•-I 5,y, I I .. ., .»,.- ,,.. „+. ,.. .a•,.: -. .<.x .,..... .:,. .. ...vs'Yf"i >a, +s5'. a"w 4�� ...,.. ..,,: y,. ..Y,: �'t.r.0 :.4.. \R+ �i;If� 4 "n. o _ o Ci + U Lo OOF BELo� 7 —}— Scale: V. — 1 f ( I I I Drawn by: issue date o I i I I SD 10-1-12 I I PROOF BELO I I c' . f $ - - - - - - - - - - - - - - - - - --l—- - - - - - - - - - - - - --I— - - - - - - - - - - - - - - - - —I-- - - $ I I. 21'-2" 12'-3 21'-0" 12'-3" 21'-2" 81-0" A2 * 2 i XfiIIIII - ,wass _ c �, E;w r dfii am re F.zy TWP -�_III1IIII IIII I II IIIjIIIII II_II1IIIIIIf II I I i -- - I TWP - IIII�III -_--- , — - 2 oN A 18'- y2" A 26'-3Y2" 26'-3/2" 18'-02" ------ o BANQUETTE SEATIN --- ----- LIVING ROOM 0-0��CH: 1 Eo BEDROOM � CH: 10'-0" o 00 __-- CL� ' , CL 0 ___ 10 ac ------ --C� coCLce) DN 11 ROOM ce) CC CL -�---- PEN SHE ING SHELF AND CLOTHES ROD ICH: 10-0" m N - KY LIGHT ABOVE ABOVE DRESSING ROOMFAMILY ROOM �CL CH: 10'-4" CH " KITCHEN PORCHW CH: 10'-0" BEDROOM o0 o00o O °CHI W/D OO 0" UP o° 1,01 oN 0 i 3 A k,u �t I r +�h'4 i,an i•, EV�,� 1 44" 0 44'-10" C First�F lo o r P laSecond Floor Plan2 Scale: 1/4" = 1n'-0 Scale: 1/4" = 1' 0 " _ 1 I di •r�---I 'I-' o$,c"d co a �a4�� .-.� ' Scale: 1/4" = 1' Drawn by: issue date SD 10-1-12 WALL LEGEND EXISTING WALLS TO REMAIN NEW WALLS A2 * 4 — ---------- LEGENDSYSTEM PROFILE ALL SYSTEM COMPONENTS SHALL BE MARKED WITH MAGNETIC TAPE OR NOTES 99- EXISTING CONTOUR (NOT TO SCALE) COMPARABLE MEANS FOR FUTURE LOCATION. West Main St. St. ACCESS COVERS TO WITHIN 6" OF FIN. GRADE CONCRETE COVERS TO WITHIN 3" GRADE i1. DATUM IS NAVD 88 e� X 99.1 EXIST. SPOT ELEV. 2" PEASTONE OR GEOTEXTILE 1 add 99 PROPOSED CONTOUR \ FILTER FABRIC OVER STONE 2. MUNICIPAL WATER IS EXISTING 5 Pie• 14.0 MINIMUM .75' OF COVER OVER PRECAST 2% SLOPE REQUIRED OVER SYSTEM 16.0- 198.4] PROPOSED SPOT EL. A� l ROP. TEE 3. MINIMUM PIPE PITCH TO BE 1/8" PER FOOT. TH 1 PRECAST H-20 BLOCKS OR Ook RISERS (TYP.) PRECAST RISERS 4. DESIGN LOADING FOR 500 GAL. CHAMBER UNITS 2'0 4"OSCH40 PVC MORTAR ALL TO BE AASHO H-10: ST AND PC TO BE H-20 TEST HOLE 70" _ PIPES LEVEL 1ST 2' 3 COMPONENTS H-10 S �� I (TYP.) INV'S EL. 13.1' �-3.5' 5. PIPE JOINTS TO BE MADE WATERTIGHT. m�fh STUDIO* TEE ENDS SIDES 13.93' 2% SLOPE OF GROUND 1 as °� 7.Ot*' 6.83 m > ° ° ° ° o000000°° t. CONSTRUCTION DETAILS TO BE IN ACCORDANCE WITH 24" TEE _ _ _ = o = o = = = > o 0 0 0 UTILITY POLE TEE 6.75' 20 0 . o ° ° ° ° 00®® ADO ®00 -DODO o°o°°°°°"t Q ° °o°o °°o �� = o = = o = _ ° ° ° ° a10 CMR 15.000 (TITLE 5.) 0 o c p > o 000 000 0° ° ° ° ®®®®®�®®OCR ®O�OD®®®®BOO °°O0000D 7, THIS PLAN IS FOR PROPOSED WORK ONLY AND NOT TO GAS BAFFLE 0 o c o 0 0 o 0 0 o o o 0 0 0 0 0 0 00 o c N > o 0 0 0 0 0 0 0d0 0 0 0 000oQ®®0�®®®®® ®®®0®0®®��� ' °O°O°o°FIRE HYDRANT TUF-TITS EF-4 , ;00000000 0°0°0°°° ,2,450 GAL COMP. 1,427 GAL COMP. o 0 0 0 o 0 0 o r- EFFLUENT FILTER J 113.51 o o 0 o 00000000 1 1 .1 EE USED FOR LOT LINE STAKING OR ANY OTHER NOTE: NOT ALL SYMBOLS MAY APPEAR IN DRAWING ;f�•:' (OR EQUAL) 4 W/MOLDED IN GAS o 6" MIN. SUMP ct M°yam PJRPOSE. ' DEFLECTOR o 12" MIN INT. DIM. Locus DWELL.* •• • • • • 4 Q H-10 500 GAL. LEACHING CHAMBER BY ACME PRECAST OR EQUAL. 8. PIPE FOR SEPTIC SYSTEM TO SCH. 40-4" PVC. O O O O O O O O O O O C 11 UNITS REQUIRED Ir n O O 0 0 0 0 0 0 0 0 0 0 3/4"-1-1/2" DOUBLE WASHED STONE 3.5' MIN. ( ) Nantucket O O O O O O O O O O O C ALL AROUND PRECAST STRUCTURES 9. 'COMPONENTS NOT TO BE BACKFILLED OR CONCEALED ° O O O b 0 0 0 0 0 0 0 0 '^ ^ � r\ ^ ^ n � r OVERALL DIMENSIONS TO OUTSIDE OF STONE: 100.5' X 11.83' o, WFHOUT INSPECTION BY BOARD OF HEALTH AND Sound *MATCH INVERT ELEVATIONS EXITING 6" CRUSHED STONE OR MECHANICAL n DWELLING AND STUDIO (PROVIDE MIN. COMPACTION. (15.221 [21) PEPMISSION OBTAINED FROM BOARD OF HEALTH. 2% SLOPE FROM BUILDINGS TO ST) 10. CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING ( 2.0% SLOPE) ( 1 % SLOPE) ( 1 % SLOPE) DIGSAFE (1-888-344-7233) AND VERIFYING THE . H-20 6.1' BOTTOM TH-1 LOCATION OF ALL UNDERGROUND & OVERHEAD UTILITIES LOCUS MAP FOUNDATION - PUMP LEACHING PRIOR TO COMMENCEMENT OF WORK. 21 SEPTIC TANK 4 179 D BOX 43 NO GROUNDWATER FOUND 4000 GAL CHAMBER FACILITY GROUNDWATER EXPECTED AT EL. 3't 11. ANY UNSUITABLE MATERIAL ENCOUNTERED SHALL BE NOT TO SCALE *THE INSTALLER SHALL VERIFY THE SYSTEM DESIGN. 2 COMPARTMENT REMOVED 5' BENEATH AND AROUND THE PROPOSED ASSESSORS MAP 287 PARCEL 131 LEACHING FACILITY. LOCATIONS OF ALL UTILITIES AND ALL BUILDING SEWER OUTLETS AND GARBAGE DISPOSER IS NOT ALLOWED - DRI'„- 12. EXISTING LEACHING FACILITY SHALL BE PUMPED AND ELEVATIONS PRIOR TO INSTALLING ANY PROPOSED 8 BEDROOMS IN MAIN HOUSE v -- - REMOVED. _ ZONING SUMMARY __ --------_ ._._-_- PORTION OF SEPTIC SYSTEM & 3 BEDROOMS IN GARAGE / 22 BUOYANCY CALCS: 5\ D ZONE VE 13. INSTALLER SHALL CONFIRM SUITBALATIO OF ZONING DISTRICT: RF--1 RESIDENTIAL DISTRICT 2,500 GALLON PC WEIGHS 28,000 LBS ELECTRICAL SYSTEM FOR PUMP INSTALLATION DESIGN FLOW: 11 BEDROOMS .@ 110 GPD = 1210 GPD BP ` L 5 Z / 1 V X 6' X 3.87' X 62.4 = 15,938 LBS UP OK MIN. LOT SIZE 43,560 S.F. USE A 1210 GPD DESIGN FLOW I B' VARIANCES REQUESTED UNDER MIN. LOT FRONTAGE 20' SEPTIC TANK: 1210 GPD (2) 2420 (FIRST COMPARTMENT) I I ► TOWN .DF BARNSTABLE BOARD OF HEALTH BEGS: MIN. LOT WIDTH 125' 1210 GPD 1 = 1210 SECOND COMPARTMENT MIN. FRONT SETBACK 15' ( ) ( ) I I 8 360-1:' REDUCTION IN SETBACK SAS TO C. BANK (100' TO 10'); ST TO MIN. SLOE SETBACK 15' 2420 + 1210 = 3630 GAL. REQUIRED / I ° 2 BVW (100' TO 40') AND PC TO BVW (100' TO 30') MIN. REAR SETBACK 15' USE A 4000 GAL. DUAL COMPARTMENT H-20 SEPTIC TANK , I _ 03 4' 1b: ST & PC TO BE > 3', < 6' BELOW GRADE MAX. BUILDING HEIGHT 30' �� 1b: REDUCTION IN SETBACK, SAS TO FNDN. (20' TO 14.7') LEACHING: If= LOT AR 1f: REDUCTION IN StTBACK, SAS TO COASTAL BANK (50' TO 10') ' OWNER OF RECORD SIDES: 2 (100.5 + 11.83) 2 (.74) = 880 GPD a 44,131t SF OWNER V .✓ RECORD l I I GA AGE/ ,� �, HYANNIS ROTARY, LLC BOTTOM 100.5 x 11.83 (.74) = 332 GPD ZONE X (0.2 PCT Im 2 BR ? ` 500 CLARK ROAD ANNUAL CHANCE STUDIO 2 ` TEWKSBURY, MA 01876 FLOOD HAZARD NOTE: PORTIONS OF CONCRETE WALLS WILL REQUIRE TOTAL: 1638 S.F.' 1212 GPD - � ♦ � � � REMOVAL TO GAIN ACCESS�OR INSTALLATION OF SYSTEM REFERENCEL. USE (11) 500 GAL. LEACHING CHAMBERS (ACME OR EQUAL) / / REFERS CE`. WITH 3.5' STONE ALL AROUND J, \ (COORDINATE WITH OWNER PRIOR TO INSTALLATION) tl CERT. 199037 / / BRIO CON C' wAL 12 A\ `,.� vW X _ I R- LCP 22712-A NEW r � I 1 1 ROOF / I a I _/ / DRYWELL �� \ \ �� 3 Q\ NC ARK: `' NEW ` F �' PROP. WATERTIGHT COVER TO GRADE \\ / 13 / 3 % COR. BIR SEPTIC \ ALARM AND CONTROL PANEL PATIO AT HSE. 0' TO BE INSTALLED INSIDE MA _ / / EL. 14.1 13 O \ BUILDING. ALARM TO BE ON PROVIDE QUICK DISCONNECT FOR PUMP TEST HOLE LOGS APPROVED DATE BOARD OF HEALTH \ // / 1d 2c \\ SEPARATE CIRCUIT FROM PUMP o O O �' ENGINEER: ARNE H. OJALA PE PLS SE DON DESMARAIS, IRS � / �•/ � % / G 11ZdNE X (' �,iiii, iiiiiiiii��, ii�iii�� � WITNESS: ` \�\/���i �i�i�i �` \i�i 'ii�i� i� '' � 9/7/12 / < / p DATE: A HAZARD INV. IN 6.71.'_._ __ _._ SSURE LINE PERC. RATE = -< 2 MIN/INCH / / ♦ \ o. 2500 GAL. H-20 P/ 2" PRE �, 59 \ 1630 GAL.+ SLOPE TO DRAIN BACK TO PC CLASS I SOILS P# 13726 ALARM ON \C,,� FLOAT SWITCH RESERVE 0.25" WEEP HOLES PROPOSED SETTINGS: PUMP ON ELEV: ELEV. / I CHECK VALVE 4 4 / I / 0 EXISTING 9 BR I NEW I X. \ 9.7" WORKING RANGE 5 p" 16.1 p" 16.2' MYERS SRM 4 / r DWELLING I AREA 15 PATIO �Fac\ / 9.7" SUBMERSIBLE 4 10 HP. PUMP NEW \ //' PUMP OFF 12" SYSTEM (OR EQUAL) FILL FILL � I ROOF 15 PROPOSED / _`DRYWELL �1 < o00 0 00000 0 0 0 24" 14.1' ' SEPTIC / o00000 0000 0 0 0 0000 26 14.03 LEACHING \�'y"11 PUMP CHAMBER B B / B MARK: WATER /� �.� w / � r1\�_/ / k / LS LS TER COVER AT / Z / p 12 (NOT TO SCALE) / ,� w \'\ 1 E� ARE p 1 OYR 7/4 1 OYR 7/4 LEV. 15.T / 3Q � I\ V _--�- C WATERPROOF/WATERTIGHT 33 13.35' 33" 13.45 ZONE XNEW ROOFDRYW L (NOT A HAZARD)/ i/,GOPS�p\. C C �/ �- / y� i OE5o" • �J �i/ / �� � x, t W �r. ;D � MCS MCS LAWN �� 6 i� ZONE VE J�o AREA / O '9 EL 15 \p��� OF,P� 2.5Y 7/4 2.5Y 7/4 E _ � M M �N2/ 15 >0�8 SIlNGT ON A i�M / / R:D.` NOTE: CONCRETE RETAINI WALL A M -� - / O to ACTS AS WORK LIMIT NE 120" 6.1' 120" 6.2' AVEL LAWN o> D NO GROUNDWATER ENCOUNTERED 0 ID-5 TOWER p\.\- GO `Z,F'OG// \,O0PG� \.\NEBUILDIN �^ E NO CELLA p \NG \// ORl� �G DVN� 4 5�\N JEN ONGR��E�� I 0 GOPS�P� \v\\,(� PREA G w\R�- I I y 13 E�\ PPS 5�\� 2O F-O� P� ITE L \)r\E N\p S\r1 0p'C� � // OF =0 OE�G� �/ `�0� PS'(P\'D 3 Pp - ZONE NOT ti \S��G Go �, ^�� �y�' // // 10 HYANNIS AVEINU= o A HAZA D ` ♦ ti o� / \0� COASTAL DUNE UP�Pi0GR\\,� HYA[N'NISP%0RT f 2 � � �-� � /o / PREPARED FOR ��jA�p1 �� I S �P 5' REMOVAL OF UNSUITABLE SOIL REQUIR // // I CO I AROUND PERIMETER OF LEACHING FACILI I 1 Y A DOWN TO SUITABLE SOIL LAYER. REPLACE / OAF ��� / H N I S Ru" "wo"A R D� WITH CLEAN MED, SAND, TO MEET �� // 1 �\�c�bo // SPECIFICATIONS OF 310 CMR 1 . 5(3) DUNE LINE O / (WALL CORNER) LIC. o �,P/ �' ?fi,� AF��� DATE: NOVEMBER 12, 2018 ZONE VE 1 , 1 DB 8084 G 429 Pg�^P�I�G \G / �� // � g er,;f� '+, _ � 0� �ss��1r REV: FEBRUARY 1 2019 (VARIANCES) PB 103 PG 81 O 0� COASTAL BEACH 'r �' u�c}i �Ssti� v' / - y ' off 508-362-4541 EL 15 to PROP. NEW FOUNDATION G �\, P� / '`�o " 1 ,` '� �`� D,�4�9It-! U�'> REV: 2/25/19 (VARIANCES) z I �' P F. �� D��N1EL A `nY fax 508-362-9880 1 UNDER TOWER BLDG. t�5 / / f i' �1r�LL z +� A. I downcope.com © TOWN OF BARNSTABLE 1 I oo / / �> _,AID U1.�, .� REV: 3/5/19 (BoH COMMIryNTS) No 46502 No 1„9880 REV: 3/26/19 (NOTES) ell �neer�n hnc. I ��F o�� �/ , C REV: 3/28/19 (SAS LAYOUT) O ass �C, _ civil engineersa SUR ,E lcnd surveyorsScale: 1 I I ♦ / / 0� P ,* F - - 939 Main Street ( Rte 6A) YARMOUTHPORT MA 02675 // �/ DATE DANIEL A. OJALA, P.E., P.L.S. 0 10 20 30 40 so FEET DCE # 18-427 18-427 HYANNIS ROTARY LLC.DWG 7 A B O F H J O O O O I I . 14'-0" 12'-10" 30'-11" 30'-1" 8'-0" 1�T UP _ lr I I I ° ° _ I KITCHEN c I (23'-9'X 16'-0") N I ' V1 I JI IIII I! CL LAUNDRY 0000 (23'-9"X 16'-0") 0000 - —IIIiI�IIIa•III I iIII I III jIIt.>v'; t,I�IjII III rII III1 I III I�I — Elo -- Y II1 , + 1IIIIIIII II 1IIIIiIIIII I-- -------,-- f III II ct - - �� xodw-Ea�000-� N d0C 0�N^•0 Z p ' COATROOM DN "o _ I-I REF °°° C UP/ I IUP - - ----- J PANTRY UP UP ———————————— ---" -------------------- ------------ --------------Ii II DINING ROOM (20'-0"X 16'-0") `N ------ ----- ------ -------------- CL LJ L I I I UP Cl) ————————————————- LJL———————————————— ———— CL LIVING ROOM (40'-2"X 24'-0") SUN ROOMDEN ---------------J L L L--I — X 16'-0")(20'-0(20 2 X 16 2 ) =____—�I O Zl- --------------- --------------- in 7 - - - - - - - - - - - - - - • O�.•.'�I ' ti I bo.> „ : .,. I� ,I,wl 'II,• .Y; . I ;; a Y, . !, ! I�III IiI, �IIII�II..w :; ; .—! , ; —I —_a+PORCH ORCH IIIII 1 �,.•w,_, ; ,+, _ I, ;.r_it!9 'k Y:!;; 'P t' Y t4!:fr @,- rt I d _► I r r "Y ., y". Y . "' a v — �I'' Scale: IH4" =F-0" Drawn by: GDC issue date SD 10-1-1 2 — — --- — — — — — — — _ _ _ _ _ _ _ _ _ o-----_ _ _ _ — — -- — — — — — _ — — _ — _ _ _ L _ O ------------- UP 21'-2" 12'-3" 0 12'-3" 21'-2" 8'-0"000 11 21'- A 0 p E H A B 0 F O J O O O O O 14-0 12-10 30-11 30'-1 8-0 N i O I I I ICL BEDROOM (10'-7"X 16'-0") BEDROOM 0 (13'-0"X 15'-5") V1 N I = N BEDROOM (9'-6"X 12'-8") o o CL CL �� w Elr=' o f V ° BATHROOM00 , �- °o - v3 p Ct � DIN l , `�' 3 - - - - - --- - - - - - 3 V � as 0 I I I I I I i I I BATHROOM BATHROOM BEDROOM ---- ---- ° DN i ---- 1 I. \ BEDROOM CL (20'-2"X 17'-3") �- — o / in N i CL CL BATHROOM 1 CL ------ C�------- ———————————————— C rn Cl) 0 CL CL o CLr T, �._ 7-1 -IF I � I CL I i LF Y,ti o,; s Y; 1 .�,,LLT' C, BEDROOM BEDROOM i ! :,,. Y BEDROOM' ;t s ,, „5 L :.Y Y Q,..,t. BEDROOM, (20'-2"X 16'-2") (13'-8"X 1 T-3") (15'-2"X 1 T-3") w p , (20'-2"X 1 T-3") a� ch 00 _----� !_ I BATHROOM -- --- -- U j CL OL 0 o V 1 _U I - ill 61 1F== 6 � 0 0 rT1 �OOF BELO Lo Scale: 1//4" =1' 0" Drawn by: GDC issue date o o SD 10-1-12 o, OOF BELO� a, � f s - - ---- - -- - -- - -- � -- - - - -- - - - - - - - - - - o - - - - - - - - - - - - - - -o - - - - - - - - - - - - - - --- - -- - o - - - s 21'-2" 12'-3" 21'-0" 12'-3" 21'-2" 8'-01, EX2 ,02 N r , r I o . B o A B o 0 0 w 26'-3%2" 18'-6%2" 26'-3Y2" 18'-6y2" r s~ 0 0 I—� w � II II > II II C N CL i i i i x � r, a � � i I I TZ Tui I I s I I s II 4 II o I I N UP — ---i --- -� —————— I I - - - - - � I I I I I I I I I I I in \ SKY LIGHT ABOVE I I I I Lu c� I I I I I I \ " STUDIO I I I DN I I (32'-1' X 25'-0") I 11 I I — BEDROOM (12'-0"X 11'-1") BEDROOM ———— Led (32'-1"X 25'-0") ———— I I I I PORCH I I ° o0o I I I I o o I I CL I I o I I I I KITHCHEN I ' I I I — -- STORAGE _ .li .. � r II I ' 1 I I � �.d 1 1 1 I S. I :� .. ..I ,, P{ •i d 1 ..i IS f 1 E �!. ,1 , I I 3 - — 14 --- - 3 3 -- - — 0 - --- - -- 3 -o O O 44'-10" L 44'-10" W ^, 1 ct A C A 0 O � -4 u ct Second Floor Plan 2 First Floor Plan U Scale: 1/4" = 1'-0" Scale: 1/4" = 1'-0" 1 ICI o Scale: 1//4" =1'-0" Drawn by: GDC issue date SD 10-1-12 r EX2 * 4