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0068 DALE AVENUE - Health
68 Dale Avenue a ...._ _ Hyannis A= 286- 012 ° c ° a e o a o TOWN OF BARNSTABLE LOCATION fy 9'D1j-1)5 £ SEWAGE# _1.0o j-3 4Z VILLAGE y/1v�n�i ASSESSOR'S MAP&PARCEL E: �� INSTALLER'S NAME&PHONE NO. /YC-;r -77/-739 9 SEPTIC TANK CAPACITY .-RgZ7 s LV z& LEACHING FACILITY:(type)6 aye ` 14,0 (size) J 5 j[ a e? )c NO. OF BEDROOMS OWNER 94-/F Alc- / PERMIT DATE: /a -Z-0 '0 7 COMPLIANCE DATE: 1 D 0 Separation Distance Between.the: Maximum Adjusted Groundwater Table to the Bottom of Leaching Facility Feet Private Water Supply Well and Leaching Facility(If any wells exist on site or within 200 feet of leaching facility) Feet Edge of Wetland and Leaching Facility(If any wetlands exist within 300 feet of leaching facility) Feet FURNISHED BY I � � �; � � �� � hJ l e \� � � � -- r 6 r ® �� �� c � 4 s . � ` � TOWN OF BARNSTABLE LOCATION AK _SEWAGE# VILLAGE O AMim h6l. ASSESSOR'S MAP&PARCEL �b �J-�— INSTALLERS NAM &PHONE NO. SEPTIC TANK"CAPACITY W LEACHING FACILITY: (type) !f bn L� (size) NO.OF BEDROOMS OWNER A ASS PERMIT DATE : COMPLIANCE DATE: Separation Distance Between the: Maximum Adjusted Groundwater Table to the Bottom of Leaching Facility Feet Private Water Supply Well Leaching Facility(If any wells exist on site or within 200 feet of leaching facility) Feet Edge of Wetland and Leaching Facility(If any wetlands exist within 300 feet of leaching facility) Feet FURNISHED BY cn s - c No. 900c(— 3 (� f r w Fee 5 C) , THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: Yes PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS Application for Digponl �&p5tem Con0truction permit , Application for a Permit to Construct(V) Repair O Upgrade O Abandon O U Complete System ❑Individual Components Location A dress or Lot No. 067 e Owner's Name,Address,and Tel.No. 2011 Z Assesso 's Map/Parcel Installer's Name,Address,Address,and Tel.No. 7 Designer's Name,Adddd+ress and Tel.No. -te Type of Building: `� `_ Dwelling No.of Bedrooms pp / Lot Size g iod sq. ft. Garbage Grinder ( � Other Type of Building (�.J L��Ge No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow(min,required) . 7240 gpd Design flow provided 7 7 Z gpd Plan Date Ili �71ee . N Ymber of sheets Revision Date Title �.6 /9 o q,V' Size of Septic Tank Z-®©®o�� Type of S.A.S. // ® � dsI Description of Soil C�GlQ6� Lam/^$ l✓��$—Q� z i Nature of Repairs or Alterations(Answer when applicable) Date last inspected: Agreement: The undersigned agrees to ensure the construction and maintenance of the afore described on-site sewage disposal system in accordance with the provisions of Title 5 of the Environmental Code and not to place the system in operation until a Certificate of Compliance has been issued by this Board f /q Signed Date & `d Application Approved by — Date Application Disapproved by: Date for the following reasons a Permit No. 9001 3 q 2— Date Issued to—,I a 0 / ———————————————————————————————————————————— 50 No. ( . Fee / THE COMMONWEALTH OF MASSACHUSETTS Entered in corr�puter: PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS, Yes k F, ZIpplication for 3i!5pool Op5tem CQU truction Permit Application for a Permit to Construct(/) Repair( ) Upgrade( ) Abandon( ) U Complete System ❑Individual Components Location Address or Lot No. 61 0671' Qr� Owner's Name,Address,and Tel.No. zf6/ z �1i 5ao� r- o.4if a ,/// TfusT Assessor's Map/Parcel �`� Installer's Name,Address,and Tel.No. Designer's Name,Address and Tel.No. w f-tol Ce'oe,5 y Type of Building: `'''� _ �? I Dwelling No.of Bedrooms ,J / �yp Lot Size 1�¢(/�f� sq. ft: Garbage Grinder Other Type of Building L J� (if ��C� No.of Persons Showers( ) Cafeteria( ) Other Fixtures n Design Flow(min.required) C/ gpd Design flow provided 77 gpd Plan Date !�L r D, . Number off sheets t Revision Date p° Title R ��- / /" A 4 zt Size of Septic Tank t/�e7 Type of S.A.S. i ` �90, Description of Soil Nature of Repairs or Alterations(Answer when applicable) a Date fast in'spdcted:. Agreement: The undersigned agrees to ensure the construction and maintenance of the afore described on-site sewage disposal system in accordance with the provisions of Title 5 of the Environmental Code and not to place the system in operation until a Certificate of Compliance has been issued by this Board,of He th. — ' ' Signed Date Application Approved by Date �c�).c) / ► Application Disapproved by: Date for the following reasons Permit No. g G0ct Date Issued -- -- - . ?�IiF - - THE COMMONWEALTH OF MASSACHUSETTS BARNSTABLE, MASSACHUSETTS Certificate of Compliance THIS IS TO CERTIF ,that the On-site Sewage Diisposal System Constructed ( '') Repaired ( ) Upgraded ( ) Abandoned( )by] �/ G/�`` / `-'-© at VGA'/L �T y�°���✓�'/D�f/T has been co�nsttructedin accordance q with the provisions of Title 5 and the for Disposal System Construction Permit No. old O 3Lf�-- dated r<�'�0"0 / . Installer Designer #bedrooms Approved design flow gpd ri e issuance of this permit shall not be construed as a guarantee that the system will fu cttiio�n as desig ed. I AD Date f I l v Inspector Jl% 4,vIj- No.o?oo ( 39,�- Fee THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION—BARNSTABLE, MASSACHUSETTS 7)) Stem Conn5trUction Permit y Permission is hereb ranted to Con tFuct �� YRepair �) Upgrade ( ) AbandonSystem located at 17 g �"'�1 L� Q and as described in the above Application for Disposal System Construction Permit. The applicant recognizes his/her duty to comply with Title 5 and the following local provisions or special conditions. Provided: Construction must be completed within three years of the date of thli-SAler-tnit. Date /Q r I Approved by c i t r r � FROM :down cape engineering inc FAX NO. :�15083629880 Dec. 03 2010 04:04PM P2 n,;SIT' 04 1-�i:Ti."116s".Ftble VC! u + ry r Q r1 '1'G4CB6lN•�!R .�4, rtns�uC.2�h'.,.s'_1•lu"r';�N.+�r--' , esr 1��l+�sartU3 I'rPft6i'viie"MI>tlil MAil LTa Sl�i�e�atus Hv'em3:u 1�/JLgin"Whet,Hy.�> sis,M Az 02601 Oflli c: 509-962_161(} 1'Esc: 50$-790-6104 Certifliaturtiiom Form ���4:so la: �� `a w� 4��.A°eglinna.t,ri p �JJ� � s .:a;e;;�;a.11a'91V1iau} Ia'srRccl C�—��. ][U�;.si�;>rnenc .�0 +n1 ✓1 �-. /�'tA�rl 1fn��t�Visetr: /,.J��'" ( ' . -�-✓�4��y'1U� �a.rll�l�-a,;sse 9 4t. iJ 1�rt�.d.>r+es;: 1 U Jox— 7 -- ILIA On _ _ _ ME,.;i.:;Sdeli'.1 perlrit to int-9.11 a (date:) (inslullu) septic;y urm trl_L_�u' `�J�l,� �' bascd +-)u.A.dusiKri drawn by \ (adClTP.SS) GY►'I f a p�lk l��,f+ r..tec! T ceTti-Fv Iliac the :,erbc refereaceri. above was 1TIS 1Tlf:d S1117starLt1a11y Elko,-diTig im . the deSi.gn, which may inchida tninnr !ippruvc:d SLLCh ris hAfflal relocErdoll Of 1ho distaibi tion hox and/or,. entic tz:nk.. T uertil'y that the, scptie, sys ezu referenced above was instated with tua or chatlgcs ;i.e.. grcat�,r 6'an. 10',batezal.reJeczti.oa of tilc SAS 01 w:1y vertical relocabou ul'Lslly c,OM.1x>rleut of tl'l.e st"4Alo, systcm) Wt 1. Wrtll StiDte tli,'..Local A;.e.plptions. Plan icvisloll or tern&-�>f,- y dei,i ner,tsi follow. ,Hof hf,44"k X nANIG (TrIslallF 1 s SIP-glatarc) CIVIL c;3ip1tC7'S;�i};11t1tTai'e) � (Aff �� _r bF��f�crv...T O i.�>�.arv,q h�1�B LE PU 3I,ffC,'HEA ,u.:l�i ���.� 14 k.).. ("Eilln':1'1ja-,.A(xr,._er WIL.1, NOT BE i.SUED~uJ-N VC, F10111 '6-'DTS FO.I Ak' .tSiN-J.) A',4-IUJ11:,T (.;AKJ) A.-Q P THE B ARNSTr3BLE PU9UC HE-AT,Tw.T)M T0K. 1.HANK YOU 4}:LlcalfhlSe}�t}c,'I)cs}gncr Ccrtific.iiivnForm 3-:)6-0,!.doc Town of Barnstable P# Department of Regulatory Services � �An� : ,,P;uulie',Health Division Date'- �� 20. Main Street,Hyannis MA•02601 :• I J •\/ 4 OD Date Scheduled _ Tim ,e Fee Pd. Soil Su'it�abhi�lityAssessmentW for S ewage Dosal ,o. �o�� E�1 a14 Performed itnessedBy: L CATIO & GENE ORMA RAL INFT ON Location Address �a� , Owner's Name r ' Ol r1 lVl/J _ _ Address Assessor's Map/Parcel: O?r ��� I Engineer's Name �O ct � � NEW CONSTRUCTION ✓ REPAIR t' ' ' Telephone Land Use ZESJ C>CF N I^t_ `' Slopes M r 7 Surface Stones Distances from: Open Water Body ZOO"/— ft Possible Wet Area ft Drinking Water Well �' R u + `l- 4/— Drainage Way ft Property Line (6 ft Other 1 `� �y , 1 ft SKETCH:-(Street name,dimensions of lot,exact locations of lest holes&perc tests,locate wetlands 1n proximity to holes) It L /• 's 0 -- roo o ID 1-7' L LOT OT [wz.1f"• '.t 4. .•- -._ . . _ \. a .4 1 WO,bb 4 f. •ti} OD Depth to Bedrock Parent material(geologic) be?TL.�> � De p Depth to Groundwater: Standing Water in Hole:�J oP(cam Weeping from Pit Pace t-d seasonal_High Groundwater DETEMNATION FOR SEASONAL HIGH WATER TABLE Method Used: �f Depth Observed standing in obs.hole: -- =r—� — in. Depth to soil tnottles: e In, Groundwater Adjustment ft. Depth to weeping from side of obs.hole: . Index Well# Reading Date: Index Well level 4.� ..r� Adl.factor— Adj.(Iroundwaler Live) PERCOLATION TEST �` 1)ntr �'3°°�►Wtp . �''^ Observation Time at 9" Hole# • � '+1 . . �� �`� pe th of Perc Time at G" (9'1.6") Start Pre-soak Time @ Q.d0 0-� Time End Pre-soak { �) Rate Min./Inch Sitr. t,,iii!ity AssC�ment: Site Passed, Failed: Additional Testing Needed(YM) 'v j . "±t3rigmal Public Health Dir'+;on ObserVation IIole Diita•To Be Colnpleted.on Back- N_ ry ***If percolation testis to lie conducted within 100+ of wetland,you must first�notifythe ✓ .Barnstable Conservation Division at least one (1) week prior to beginning. �. Q:ISEPTICIPERCFORM.DOC t DEEP.OBSERVATION HOLE LOG Hole# ) Depth from Soil Horizon Soil Texture Soil Color Soil Surface(in.) (USDA) (Munsell) MottlingOther (Structure,Stones;Boulders. r on i tenc % ravel DEEP ,. ;• ., � A. • OBSERVATION HOLE LOG Hole# li l Depth from Soil dlodzon Soil Texture _ Surface(in.) , Soil Color Soil Other r (USDA) (Munsell) Mauling (Structure,Stones,Boulders. D 0Y(L Consi e c qb 3/Z )2-3 6` Z rS 7/3 ' l DEEP OBSERVATION HOLE LOG Hole#T1i'l Depth from Soil Horizon Soil Texture Surface(in.) Soil Color Soil Other (USDA) (Munsell)- Mottling (Structure,Stones,Boulders. l/ Co iste O v �S to (L5/z-50 ,. : .��� �-�'. � .�� ----Ate%:_ s . •�. : : y DEEP OBSER Depth from VATIONVOU, LOG*r' ` Hole# Soil Horizon Soil Texture `rC Surface(in.) Soil Color t Soil Other (USDA) "� (Munsell) Mgttfln g. .(Structure,StoneS: Boulders, ,•„1� � Y y m' Consi t o c C7 Z• �3 ,v( Flood Insurance Rate Man• r Above 500 year flood boundary No_ Yes w Within 500 year boundary No t,I� ? y Yes Within 100 year..flood boundary NoAZ'� Yes Depth of Naturally Occurring Pervious Material r ` Doeleast s at fo tour feet o .f naturally occurring pervious g P material exist in all areas observed throughout the area proposed for the soil;absorption system? �" 7�"-- / If not, what is tht:'depth of naturally occurring pervious material? ( Certification A/d Vn I certify that on /'� (date)I have passed the soil evaluator examination approved by the Department of Environmental PrnrPrrinn ar;d�tr:a;;;� 8buva'atlaiy5is was'periormeuYoy ine consistent with the required training,expertise and experience deser.hei in 310 CIVIR 15.017. -t= - Signature �'w- 1' --� Date OT�30 D$. 1�•N ��-'C7owv. t:,o4r�.o—r;�,y„ �, i v`�- ` �1 . Q:1$NPT10ERCF0RM.DOC IRE T°� Town of Barnstable Barnstable ~ AP- maicaUW �;'� � Regulatory Services Department U IF 44 BARN. OLE. 1 - - MASS. Public Health Division .6 q. `gym °ATFb"'AY a, 200 Main Street, Hyannis MA 02601 20 0 Office: 508-862-4644 Thomas F.Geiler,Director FAX: 508-790-6304 Thomas A.McKean,CHO C v 2 � February 6, 2008 David & Meg Nauss 68 Dale Avenue Hyannisport, MA 02647 ORDER TO COMPLY WITH STATE ENVIRONMENTAL CODE, TITLE 5 The septic system located at 619 Dale Avenue Hyannisport, MA was inspected on February 1, 2008, by James M. Ford, certified Title V Septic Inspector for the State of Massachusetts. The inspection of the septic system showed that the system FAILED under the guidelines of 1995 TITLE V (310 CMR 15.00) due to the following: • Backup of sewage into facility or system component due to overloaded or clogged SAS or cesspool. You are ordered to repair or replace the septic system within Sixty (60) days from the date of this notification. Failure to repair/replace the septic system within the deadline period will result in future enforcement action. PER ORDER OF THE BO RD OF HEALTH omas Mc ean, R.S., CHO Agent of the Board of Health CERTIFIED MAIL#7006 2150 0002 1038 6537 Q:\SEPTIC\Letters Septic Inspection Failures\68 Dale Avenue.doc COMMONWEALTH OF MASSACHUSETTS EXECUTiVE OFFICE OF ENVIRONMENTAL AFFAIRS DEPARTMENT OF ENVIRONMENTAL PROTECTION TITLE 5 OFFICIAL INSPECTION FORM NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM FORM PART A CERTIFICATION Property Address: 68 Dale Avenue Hvannisnort, MA 02647 -0' 1 Owner's Name: David&Me Nauss q1q Owner's Address: I o l.o en Date of Inspection: February 1, 2008 Name of Inspector: (Please Print)Jaynes M. Ford O , Company Name: James M.Ford Mailing Address:. . P.O.Box 49 Osterville,MA 02655-0049 Telephone Number: (508) 862-9400 CERTIFICATION STATEMENT 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 15.340 of Title 5(310 CMR 15.000). The system:. l Passes onditionally Passes 3CM eeds Further Evaluation by the-Local Approving uthority ils t. cs• Inspector's Signature: . Date: Februai .5.� 2008 The system inspector shall s nit a copy'oll this inspection report to the Approving Authority(Bo rd of Health or DEP)within 3.0 days.of completing this inspection.. If the system is a shared system or has a desi 1 flow of,10,00Q' gpd or greater,the inspector and the system owner shall submit the report to the appropriate region il 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. Notes and Coimnents ****This report only describes conditions at the time of inspection and under the conditions of use atthaf. time. This inspection.,does not address how the system will perform in the future under the same or different conditions of use. Title 5 Inspection Form 6/15/2000 page I Page 2 of 11 OFFICIAL INSPECTION FORM-NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART A CERTIFICATION (continued) Property Address: 68 Dale Avenue Hvannisport, MA Owner: David&MeQ Nauss Date of Inspection:. February 5, 2008 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. Answer yes,no or not determined(Y,N,ND)in the for the following statements. If"not determined",please explain.. The septic tank is metal and over 20 years old* or the septic tank(whether metal or not)is structurally unsound, exhibits substantial infiltration or exfiltration or tank failure is imminent. System will pass inspection if the existing tank is replaced with a complying septic tank as approved by the Board of Health. *A metal septic tank will pass inspection if it is structurally sound,not leaking and if a Certificate of Compliance indicating that.the tank is less than 20 years.old is available: ND explain: Observation of sewage backup or break out or high static water level in the distribution box due to broken or obstructed pipe(s)or due to a broken,settled or uneven distribution box. System will pass inspection:if (with approval of Board of Health) broken pipe(s)are replaced obstruction is removed distribution box is leveled or replaced ND.explain: The system required pumping more than 4 times a year due to broken or obstructed pipe(s). The system will pass inspection if(.with approval of the Board of Health): broken pipe(s)are replaced obstruction is removed ND explain: 2 Page 3 of 11 OFFICIAL INSPECTION FORM-NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART A CERTIFICATION (continued) Property Address: 68 Dale Avenue Hvannisport. MA Owner: David&Mez.Nauss Date of Inspection: February 5. 2008 C. Further Evaluation is Required by the Board of Health: Conditions exist which require further evaluation by the Board of Health in order to determine if the system is failing to protect public health,safety or the environment." 1. System will pass unless.Board of Health determines in accordance with 310 CMR 15.303(1)(b)that the system is not functioning in a manner which will protect public health,safety and the environment: Cesspool or privy is within 50.feet of a surface water Cesspool or privy is within 50 feet of a bordering vegetated wetland or a salt marsh 2. System will fail unless the Board of Health(and Public Water Supplier,if any)determines that the system is functioning in a manner that protects the public health,safety and environment: The system has a septic tank and soil absorption system(SAS)and the SAS is within 100 feet of a . . surface water supply or tributary to a surface water supply. The system has a septic.tank and SAS and the SAS is within a Zone 1 of a public water supply. _ The system has a septic tank and SAS and the SAS is within 50 feet of a private water supply well. The system has a septic tank and SAS and the.SAS is less than 100 feet but 50 feet or more from a private water supply well". Method used to determine distance **This system passes if the well water analysis,performed at a DEP certified laboratory., for coliform bacteria'and volatile organic compounds indicates that the well is free from pollution from that facility 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 forn. 3. Other: 3 4 Page 4 of. 11 OFFICIAL INSPECTION FORM-NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART A CERTIFICATION (continued) Property Address: 68 Dale Avenue Hyannisport, MA Owner: David&MeQ Nauss Date of Inspection: February 5. 2008 D. System Failure Criteria applicable to all systems:, You must indicate either"yes"or."no"to each of the following for all inspections: Yes No ✓ Backup of sewage into facility or system component due to overloaded or clogged SAS or cesspool Discharge.or ponding of effluent to.the surface of the ground or surface waters due to an overloaded or clogged SAS or cesspool ✓ Static liquid level in the distribution box above outlet invert due to an overloaded or clogged SAS or cesspool ✓ Liquid depth in cesspool is less than 6"below invert or available volume is less than.'/day flow ✓ Required pumping more than 4 times in the last year NOT due to clogged or obstructed pipe(s). Number of times pumped ✓ Any portion of the SAS,cesspool or privy is below high groundwater elevation. ✓ Any portion of cesspool or privy is within 10.0 feet of a surface water supply or tributary to a surface, water supply. ✓ -Any portion of a cesspool or privy is within a Zone 1 of a public well. _ ✓ Any portion of a.cesspool or privy is within 50 feet of a private water supply well. Any portion of a cesspool or privy is less than 100 feet but greater than 50 feet from a private water supply well with no acceptable water quality analysis. [This system passes if the well water analysis,. performed at a DEP certified laboratory,for coliform bacteria and volatile organic compounds indicates that the well is free from pollution from that facility 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.] Yes. (Yes/No)The system fails. 1 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'System: To be considered a large system the system must serve a facility with a design flow of 10,000 gpd.to 15,000 gpd• You must indicate either"yes or"no"to each of the following: (The following criteria apply to large systems in addition to the criteria above) 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 11 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. 4 f Page 5 of 11 OFFICIAL INSPECTION FORM-NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART B CHECKLIST Property Address: 68 Dale Avenue Hvannisport;MA Owner: David&Mez Nauss Date of Inspection: February S; 2008 Check if the following have been done: You must indicate" es"or"no"as to each of the following: Yes No ✓ Pumping information was provided.by the owner,occupant,or Board of Health Were any of the system components pumped out in the previous two weeks? ✓ Has,the system received normal flows in the previous two week period? _ ✓ Have large volumes of water been introduced to the system recently or as part of this inspection? n/a Were as built plans of the system obtained and examined?(If they were not available note as N/A) ✓. Was the facility or dwelling inspected for signs of sewage back up? ✓ Was the site inspected for signs of break out? ✓ Were all system components,excluding the SAS; located on site? ✓ _ Were the septic tank manholes uncovered,opened,and the interior of the tank inspected for the condition of the baffles or.tees,material of construction,dimensions,depth of liquid,.depth of sludge and depth of scum? ✓ _ Was the facility owner(and occupants if different from owner)provided with.information on:the proper maintenance of subsurface sewage.disposal systems? The size and location of the Soil Absorption System (SAS)on the site has been determined based on: Yes No ✓. Existing information..For example,a plan at the Board of.Health. ✓ _ Detennined in the field(if any of the failure criteria related to Part C is at issue approximation of distance is unacceptable).[31.0 CMR 15.302(3)(b)]. 5 Page 6 of I 1 OFFICIAL INSPECTION FORM-NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION Property Address: 68 Dale Avenue Hvannisport, MA Owner: David&Mez Nauss Date of Inspection: February S, 2008 FLOW CONDITIONS RESIDENTIAL Number of bedrooms(design): n/a Number of bedrooms(actual): 6 DESIGN flow based on 310 CMR 15.203 (for example: 110 gpd x#of bedrooms): n/a Number of current residents: 0 Does residence have a garbage grinder(yes or no): n/a Is laundry on a separate sewage system(yes or no): n/a [if yes separate inspection required] Laundry system inspected(yes or no): No Seasonal use(yes or no): Yes Water meter readings, if available(last 2 years usage(gpd)): Unavailable Sump Pump(yes or no): No Last date of occupancy: Summer use C OMMERCIAL/INDUSTRIAL Type of establishment; Design flow(based on 310 CMR 15.203): gpd Basis of design flow(seats/persons/sgft,etc.): Grease trap present(yes or no): Industrial waste holding tank present(yes or no) Non-sanitary waste discharged to the Title 5 system(yes or no): Water meter readings; if available: Last date of occupancy/use: OTHER(describe): GENERAL INFORMATION Pumping Records Source of information:—Pumped after inspection Was system pumped as part of the,inspection(yes or no): Yes If yes,volume pumped:' - gallons--How was quantity pumped deternined? Reason for pumping: Liquid was Backing up from SA S TYPE .OF SYSTEM Septic tank,distribution box,soil absorption system Single cesspool Overflow cesspool Privy Shared system(yes or no)"(if yes,attach previous inspection records,if any) -, Innovative/Alternative technology.. Attach,a copy of the current operation and maintenance contract(to be obtained from system owner) Tight Tank Attach a copy of the DEP approval Other(describe): Approximate age of all components, date installed(if known)and source of information: Date of installation unknown. Were sewage odors detected when arriving at the site(yes or no): No 6 Page 7 of 11 OFFICIAL INSPECTION FORM-NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION(continued) Property Address: 68 Dale Avenue Hvannisport, MA Owner: David&Meg Nauss Date of Inspection: Februga 5 2008 BUILDING SEWER(locate on site plan) Depth below grade: Materials of construction: cast iron 40 PVC other(explain): Distance from private water supply well or suction line: Continents(on condition of joints,venting,evidence of leakage,etc.): SEPTIC TANK: ✓ (locate on site plan) (Cesspool acting as.a septic tank) Depth below grade: 4" Material of construction: concrete _metal _fiberglass _polyethylene ✓ other(explain)—cesspool block If tank is metal list age: Is age confirmed by a Certificate of Compliance(yes or no): (attach a copy of. certificate) Dimensions: 5'W x 6'T x 8'bottoni to grade Sludge depth:. -- 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: Measuring stick Continents(on pumping recormnendations,inlet and.outlet tee or baffle condition,structural integrity,liquid levels as related to outlet invert,evidence of leakage,etc.): The Cesspool was full. Liquid was above the outlet pipe and backing zfg froni the Leach Field GREASE -TRAP: None (locate on site plan) Depth below grade: 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: Comments(on pumping recornrnendations,inlet and outlet tee or baffle condition,structural integrity, liquid levels as related to outlet invert,evidence of leakage,'etc.): 7 Page 8.of l l OFFICIAL INSPECTION FORM NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION(continued) Property Address: 68 Dale Avenue Hvann'sport, MA Owner: David&Meg Nauss Date of Inspection: February S, 2008 TIGHT or HOLDING TANK: None (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/day Alarm present(yes or.no): Alarm level: Alarm in working order(yes or no): Date of last pumping: Comments(condition of alann and float switches, etc.): DISTRIBUTION BOX: None (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: None ,(locate on site plan) Pumps in working order(yes or no): Alannsin working order(yes or no) Commnents(note condition of pump.chamber,condition of pumps and appurtenances,etc.): , 8 Page 9 of 11 OFFICIAL INSPECTION FORM-NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION(continued) Property Address: 68 Dale Avenue Hyannisport, MA Owner: David&Meg Nauss Date of Inspection: February S, 2008 SOIL ABSORPTION SYSTEM(SAS): ✓ (locate on site plan,excavation not.required) If SAS not located-explain why: Type . leaching pits,number: leaching chambers,number: leaching.galleries,number: ✓ leaching.trenches,number,length: leaching fields,number,dimensions: overflow cesspool,.number:. Innovative/alternative system Type/name of technology: Conunents(note condition of soil,signs of hydraulic failure,level of ponding,damp soil,condition of vegetation,. etc.): Dug down to the stone in the field. Stone was under water r - CESSPOOLS: None (cesspool must'be pumped as part of inspection)(locate on site plan) Number and configuration; Depth-top of liquid to inlet'invert: Depth of solids layer: Depth of scum layer: Dimensions of cesspool: Materials of construction: Indication of groundwater inflow(yes or no): Comments (note condition of soil,.signs of hydraulic failure,level of ponding,condition of vegetation, etc.): PRIVY: None (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.): _ 9 f Page 10 of 11 OFFICIAL INSPECTION FORM-NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION(continued) Property Address: 68 Dale Avenue Hvannisport, MA Owner: David&Meg Nauss Date of Inspection: February 5: 2008 - SKETCH OF SEWAGE DISPOSAL SYSTEM Provide a sketch of the sewage disposal system including ties to at least two permanent reference landmarks or benchmarks. Locate all wells within 100 feet. Locate where public water supply enters the building. fwu+A Wy 10 ,Page I of I a , OFFICIAL INSPECTION FORM-NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL..SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION(continued) Property Address: 68 Dale Avenue Hyannis-port. MA Owner: _ David&Meg Nauss Date of Inspection: February S. 2008 SITE EXAM Slope Surface water Check cellar Shallow wells Estimated-depth to groundwater 12 +/- feet Please indicate(check)all methods used to determine the high ground water elevation: Obtained from system design plans on record-If checked,date of design plan reviewed: Observed site(abutting property/observation hole within 150 feet of SAS) ✓ Checked with local Board of*Health-explain: s m � topographic.and water contouraps Checked With local excavators,installers-(attach documentation) Accessed USGS database-explain: You must describe how you established the high ground water elevation: Using Barnstable topographic and water contours inans the maps were showing approximately 12'+/ ground water at this site This report has been prepared only for the septic system and components described herein. This septic system has been inspected and failed as of the date of inspection. This report is not a warranty or guarantee that the system will function properly in the future. There have been no warranties or guarantees, either expressed, written or implied, relating to the septic system,the inspection,this report and/or any components of the septic system which have not been located and inspected. 11 i Town of Barnstable • �p1HEr ti�P� ti� Regulatory Services BARNSTABLE, ; Thomas F. Geiler, Director 9Q i63 ArEo3�A Public Health .Division Thomas McKean, Director 200 Main Street, Hyannis, MA 02601 Office: 508-862-4644 Fax: 508-790-6304 This septic system inspection report was completed by a private inspector who is certified by the State of Massachusetts, Department of Environmental Protection. Although the Town of Barnstable Health Division received the original/copy of this report; this Division does not warranty the functionality of the septic system in the future nor does this Division agree with any technical observation s and interpretations contained within this report. In addition, by receiving this report the Town of Barnstable Health Division does not automatically approve the number of bedrooms listed within this report. The actual number of bedrooms approved at a particular property would-be listed on the "Disposal Work Construction Permit". If you should have any questions regarding this report,please contact the certified Septic System Inspector who conducted the inspection. r , CAPE COD COMMISSION p 3225 MAIN STREET P.O. BOX 226 BARNSTABLE, MA 02630 �ssACHUstiS� (508)362-3828 - FAX(508)362-3136 E-mail:frontdesk@capecodcommission.org TO: Town of Barnstable Town Clerk, Building Inspector, Town Planner, Planning Board, Conservation Commission, Board of Appeals, Board of Health, Chief of Police, DRI Liaison FROM: Gail P. Hanley, Clerk of the Commission SUBJECT: Duane Historic Residence/68 Dale Avenue, Hyannisport Development of Regional Impact Decision #TR08011 DATE: February 9, 2009 Enclosed please find a copy of the Duane Historic Residence,/`68 Dale Avenue, Hyannisport Development of Regional Impact Decision that was approved by the Cape Cod Commission on February 5, 2009. Should you have any questions, please do not hesitate to contact our office. CIO i of BA CAPE COD COMMISSION a.- 3225 MAIN STREET P.O. BOX 226 BARNSTABLE, MA 02630 �sSACH13Co (508)362-3828 FAX(508)362-3136 E-mail:frontdesk@capecodcommission.org DATE: February 5, 2009 TO: Michael D. Ford, Esquire 72 Main Street, P.O.Box 485 West Harwich, MA 02671 FROM: Cape Cod Commission RE: Development of Regional Impact Cape Cod Commission Act, Sections 12 & 13 APPLICANT: Jon R. Duane and Catherine J. Friedman, Tr. c/o Michael D. Ford, Esquire 72 Main Street, P.O.Box 485. West Harwich, MA 02671 PROJECT #: TR08011 PROJECT: Duane Historic Residence, 68 Dale Avenue, Hyannisport, MA BOOK/PAGE: Book 339/Page 46 DECISION OF THE CAPE COD COMMISSION SUMMARY The Cape Cod Commission (Commission) hereby approves with conditions the application of Jon R. Duane and Catherine J. Friedman for a Development of Regional Impact (DRI) pursuant to Sections 12 & 13 of the Cape Cod Commission Act (Act), c. 716 of the Acts of 1989, as amended, for the proposed alteration and expansion of the historic residence at 68 Dale Avenue, Hyannisport, MA. The decision is rendered pursuant to a vote of the Commission on February 5, 2009. PROJECT DESCRIPTION The Duane Historic Residence, located at 68 Dale Avenue in Hyannisport, is a two-story wood frame building composed of three separate structures brought to the site circa 1875 and joined together to form the Bella Vista Annex. The site is approximately 15,000 square feet of land within the Hyannisport National Register Historic District, and the building is listed as a contributing property on the State and National Registers of Historic Places. The applicant proposes to reconstruct.the middle section of the CIO I building with a wider footprint and higher roofline, replace and rebuild most of the existing porch with two small decks on the second level, and construction a new addition and garage on the north side of the property. PROCEDURAL HISTORY The project was referred to the Cape Cod Commission by the Barnstable Town Manager on June 14, 2008 under Section 3(a) of the Cape Cod Commission DRI Enabling Regulations, Barnstable County Ordinance 90-12, as amended. A duly noticed public hearing was opened by a hearing officer on August 14, 2008. A duly noticed public hearing was conducted by the Commission pursuant to Section 5 of the Act by an authorized subcommittee of the Commission on November 6, 2008 in the Barnstable School Administration Building on South Street in Hyannis. The applicant and the subcommittee chair signed an extension agreement on December 1, 2008, extending the Commission's decision time to February 6, 2009. The public hearing and record were closed on February. 5, 2009. A duly noticed subcommittee meeting was held on November 18, 2008, at the Cape Cod Commission Library. At a subcommittee meeting held on December 16, 2008 at the Barnstable Superior Court House, the subcommittee voted 4 to 0 to recommend to the full Commission that the proposed alterations and addition be approved with conditions. At the February 2, 2009 subcommittee meeting, the subcommittee voted 4 to 0 to transmit the draft decision to the full Commission. At the February 5, 2009 full. Commission meeting, the Commission voted 10 in favor and 5 opposed to approve the project as a DRI, subject to conditions. Materials submitted for the record From the applicant: • DRI application, with photographs, building elevations by Gordon Clark,.Northside. Design Associates, dated 5-29-08, and site plan by Down Cape Engineering, dated September 30, 2008, received October 7, 2008. • Revised building elevations and site plan for Duane Residence, showing change in second story deck railing and garage addition, dated 5-29-08 and stamped Nov 13, 2008, received November 13, 2008. • Revised building elevations and site plan for Duane Residence, showing window dimensions on elevations, dated 5-29-08 and stamped Nov 18, 2008, received November 18, 2008. • Revised building elevations and site plan for Duane Residence, showing smaller garage addition and reduced second story deck, dated 5-29-08 and stamped Dec 04, 2008, received December 4, 2008. e. Revised building elevations for Duane Residence, showing changes to the south porch, window measurements, and other notes, dated 5-29-08 and stamped February 2, 2009, received January 28, 2009. From Cape Cod Commission staff: • DRI referral notification letter, dated June 19, 2008. Duane Historic Residence, 68 Dale Avenue, Hyannisport, MA #TR08011 2 FPhniary .S. gno9 Dpcisinn • Staff Report, dated October 30, 2008. • Minutes of November 6, 2008 public hearing, November 18, 2008 subcommittee meeting, and December 16, 2008 subcommittee meeting. , • Extension Agreement between Michael D. Ford and Royden Richardson, subcommittee chair, dated December 1, 2008. From state/local officials: • DRI referral form and supporting documents, dated June 14, 2008, including photographs and historic inventory form, received June 17, 2008. • Letter from Nancy Clark, Barnstable Historical Commission, to Cape Cod Commission, re: referral of 68 Dale Avenue Hyannisport, with attached building history and review of proposed plans, dated-October 29, 2008, received November 3, 2008. • Letter from Nancy Clark, Barnstable Historical Commission, to Royden Richardson, re: issues of concern in 68 Dale Avenue Hyannisport, dated November 17, 2008. • Letter from Nancy Clark,Barnstable Historical Commission, to Royden Richardson, re: continuing concerns about 68 Dale Avenue Hyannisport, dated December 8, 2008, .received December 10, 2008. • Letter from Nancy Clark and Barbara Flinn, Barnstable Historical Commission, to John D. Harris, re: concern about 68 Dale Avenue plans, dated January 26, 2009. • Email from Jackie Etsten to Sarah Korjeff, re: Dale Avenue plans, dated 2-2-09. From the public: • Letter from Bruce P. Gilmore, attorney for Henry and Margaret Erbe, abutters, to Sarah Korjeff, re: support for most recent plans for 68 Irving Avenue, dated December 3, 2008. • Letter ftom Leonard C. Gobeil, Barnstable Historical Commission, re: opposition to plans for 68 Dale Avenue, received December 16, 2008. The application and notices of public hearings relative thereto, exhibits and correspondence, the transcript and minutes of meetings and hearings and all written submissions received in the course of our proceedings are incorporated into the record by reference. TESTIMONY The Commission heard oral testimony at the November 6, 2008 hearing and at the November 18r', December 16th and February 2, 2009 subcommittee meetings. At the November 6th hearing, Jim Stinson, representing the applicant, introduced the project and Gordon Clark, project architect, described the proposed plans. He noted changes to the proposed garage and connecting ell, and discussed the reasons for a new foundation. Mr. Clark also discussed the square footage of the proposed plans. Sarah Korjeff, Commission staff, presented the staff report. George Jessop, Barnstable Historical Commission, questioned the square footage measurements and the need for new framing above the foundation. Jessica Rapp Grassetti, Barnstable Historical Commission, questioned the scale of the chimney and stated support for removing the second floor of the connecting ell and much of the balcony. She also stated she would like to see the building kept white. Nancy Clark,Barnstable Historical Commission, noted the significance of the porch and questioned the square footage data. Barbara Duane Historic Residence, 68 Dale Avenue, Hyannisport, MA #TR08011 3 FPhmgry 5_ 9009l prkinn Flinn, Barnstable Historical Commission, noted the importance of including window measurements on the proposed plans. Bruce Gilmore, attorney for the Erbes, abutters, noted the significance of the building and stated concern about the proposed balcony and the two-car garage. Bruce McPherson, of Dale Avenue, requested that no construction work be done in July and August, and stated his concern about the proposed balcony and garage. Robert and Pat Trebisoni, of Irving Avenue, stated this is the most unique property in the area and suggested that as much as possible be kept as it is. At the November 18r'' subcommittee meeting, Mike Ford, attorney for the applicant, described the various meetings with staff and the Historical Commission and noted that the new plans try to address the subcommittee's concerns voiced at the hearing. He also reviewed the square footage of the proposed building, noting that the proposed increase is approximately 1,800 square feet, and stated they hope to begin work on the project next fall, avoiding the summer months. Gordon Clark, project architect, described new.plans dated November 18, 2008, noting changes to the garage, connecting ell, window dimensions, balcony-railing, and chimney. Nancy Clark, Barnstable Historical Commission, asked that,the character-defining features of the existing porch be retained. Barbara Flinn, Barnstable Historical Commission, suggested changing the orientation of the garage. At the December 16t' subcommittee meeting, Mike Ford, attorney for the applicant, summarized changes to the plans and stated his belief that it now meets the standards. Gordon Clark, project architect, described the plans stamped December 4, 2008, noting changes in the porch posts and porch configuration, the balcony, and the connecting ell. Len Gobeil, Barnstable Historical Commission, stated the proposed plans do not fit the character of the neighborhood. Jessica Rapp Grassetti, Barnstable Historical Commission, stated concern about the porch on the south corner of the building and noted the need for full-size plans. Jackie Etsten, Barnstable Growth Management Department, stated concern about changes to the center section of the building and to the porch. Marilyn Fifield, Barnstable Historical Commission, questioned whether the windows would be replaced. Mr. Clark clarified that only window sash would be replaced. At the February 2, 2009 subcommittee meeting, Nancy Clark, Barnstable Historical Commission, expressed concern about changes to the historic structure and inaccurate measurements of existing window sills. JURISDICTION The proposed Duane Historic Residence/68 Dale Avenue, Hyannisport, MA project qualified as,a Development of Regional Impact (DRI) under Section 3(a) of the DRI Enabling Regulations governing review of Developments of Regional Impact, which requires review of "any proposed demolition or substantial alteration of an historic structure or destruction or substantial alteration to an historic or archaeological site listed with the National Register of Historic Places or Massachusetts Register of Historic Places, outside a municipal historic district or outside the Old King's Highway Regional Historic District." Duane Historic Residence, 68 Dale Avenue, Hyannisport, MA #TR08011 4 FPhr»ary .S. gnog Dpc,isinn FINDINGS The Commission has considered the application of Jon R. Duane and Catherine J. Friedman for the proposed alteration and expansion of an historic residence at 68 Dale Avenue, Hyannisport, and based on consideration of such application and upon the information presented at the public hearings and submitted for the record, makes the following findings pursuant to Sections 12 & 13 of the Act: 1. The residence at 68 Dale Avenue, Hyannisport, MA, is a contributing property in the Hyannisport National Register Historic District. Because it is a contributing part of the historic district, it is listed on both the National Register of Historic Places and the State Register of Historic Places. 2. The project is located within the Hyannisport Historic District, which was listed on the National Register of Historic Places in 1987. The district includes approximately 150 contributing properties related primarily to Hyannis' summer resort development in the late 19" and early 20"'centuries. The district encompasses approximately 100 acres stretching from Hyannis Harbor and Ocean Avenue on the east side to the Hyannis Golf Course and Centerville Harbor on the west. The project is surrounded by other historic structures that contribute to the historic district, and is across the street from the Kennedy Compound, which is listed as a National Historic Landmark. 3. The Duane Historic Residence is unique in its combination of architectural styles, and is believed to be composed of three separate historic structures brought to the site circa 1875 and joined together to form an Annex to the adjacent Bella Vista Hotel. The largest portion of the structure, which is the southern block closest to the eater, is thought to have been moved to the site from Centerville and appears to date from the mid 1800s. The center portion of the structure is believed to have been a two-story store previously located on Irving Avenue and dated circa 1862. The northernmost portion of the structure, a small gothic revival cottage, is thought to have been moved from Martha's Vineyard, and is likely circa 1860. The northernmost and center sections of the building were sited on the property first. All three structures were modified somewhat when they were linked together on the site, and a wrap-around porch was added to the entire east fagade. 4. The proposed alterations and expansion will preserve the building's key character- defining features as required by RPP MPS 6.1:1, namely the gothic revival cottage, the unique south fagade and windows of the southern block of the structure, and its characteristic three separate building massings and thus will not have a significant negative impact on the overall historic integrity of the building. The proposed changes to the historic structure primarily impact the center section of the building, which will increase in height by 2 feet and in width by 6 feet, still within the range of the existing building size. The increased,width of the center section will require one window in the gothic cottage to be relocated, and will eliminate a 6-foot wide portion of the side walls of the gothic cottage and of the southern block of the structure. The porch around the existing gothic cottage will be retained in its original configuration. The proposed expansion of the existing porch around the center and southern section of the building Duane Historic Residence, 68 Dale Avenue, Hyannisport, MA #TR08011 5 FPhniary s. gnn9 Dpci-,inn is in keeping with the scale of the existing porch, and the proposed balconies are limited in size and located only above new sections of the porch. There was consensus that the white painted exterior of the existing building is a defining feature and that it should be retained. 5. As stated in the September 25, 2008 letter from E.J. Jaxtimer, the applicant's builder, in h character-defining windows and architectural trim will be retained throughout the g building, and will be restored and repaired only as needed. Duplication of deteriorated details will be copied dimensionally and with like materials. These actions are consistent with the Secretary of the Interior's Standards for Treatment of Historic Structures. 6. The proposed garage addition is consistent with the historic building's architectural style in terms of roof shape and materials, and does not diminish the historic and architectural significance of the original building as required by RPP MPS 6.1.1. The proposed addition is consistent due to its limited connection to the historic structure, the fact that its roof height is lower than the majority of the historic structure's roof height, and the addition's fagade is set well back from the front porch and front fagade of the gothic cottage. 7. The Barnstable Historical Commission stated concern about the proposed plans in their letters of October 29, 2008, November 17, 2008, December 8, 2008, and January 26, 2009, particularly focusing on changes to the porch and center section of the structure, and the scale of the proposed garage addition. 8. To ensure that character defining features of the structure will be preserved, the Cape Cod Commission will require a final set of building elevations and plans to be reviewed by Commission staff. Such final plans will have to be full size, include existing window dimensions and architectural details, reflect moving the porch on the southern corner of the structure away from existing window trim, show where existing historic building walls and roof materials will be replaced and where they will be retained in the proposed project, indicate the exterior siding will stay painted white, and confirm that the structure will be raised only 6 to 12 inches above its existing height on the new foundation. 9. According to the Barnstable Growth Management Department, the project is consistent with local zoning requirements and will not require approval from the Barnstable Zoning Board of Appeals. 10. The project is consistent with preservation goals cited in the town of Barnstable's certified Local Comprehensive Plan (1998). 11. The proposed project is not located within a District of Critical Planning Concern. 12. The benefits of the proposed project outweigh the detriments resulting from the development. This is supported by the facts that the project as proposed involves the alteration and expansion of an historic building on the National Register of Historic Places and that said alterations will preserve the key character-defining features of the building and will not diminish its historic and architectural significance. Findings #4 through 6 support this conclusion. Duane Historic Residence, 68 Dale Avenue, Hyannisport, MA #TR08011 6 FPhr»ary 5. 9nO9 Dpc,i,Ginn 13. The project only trips the DRI threshold relating to demolition or substantial alteration of historic properties, and is subject to the Minimum Performance Standards in Section 6 (Heritage Preservation/Community Character) of the Cape Cod Regional Policy Plan. The proposed project is consistent with the Heritage Preservation/ Community Character chapter of the Cape Cod Regional Policy Plan. This conclusion is supported by findings # 4, 6 and 8. CONCLUSION The Commission hereby approves with conditions the application of Jon R. Duane and Catherine J. Friedman for the proposed alteration and expansion of the historic residence at 68 Dale Avenue, Hyannisport, MA as a Development of Regional Impact, provided the following conditions are met: CONDITIONS 1. This DRI decision is valid for 7 years and local development permits may be issued pursuant hereto for a period of 7 years from the date of the written decision. 2. Failure to comply with all conditions stated herein, and with all related statutes and other regulatory measures, shall be deemed cause to revoke or modify this decision. 3. The applicant shall obtain all necessary state and local permits for the proposed project. 4. No development work, as the term "development" is defined in the Act, shall be undertaken until all appeal periods have elapsed or, if such an appeal has been filed, until all judicial proceedings have been completed. 5. The proposed new dwelling shall be constructed in accordance with those plans approved by the Commission, entitled "Duane Residence option'B', 68 Dale Avenue, Hyannisport, MA,".by Northside Design Associates, dated 5/29/08, stamped revised February 2, 2009, a copy of which are appended to this decision as Exhibit A. 6. Prior to submittal of a Building Permit application in the Town of Barnstable, the applicant shall submit final site plans and elevation drawings to Commission staff and to the Barnstable Historical Commission to confirm that they are consistent with those plans approved by the Cape Cod Commission. Final plans and elevations shall be full size, shall include dimensions of existing windows, window sills and architectural details to the satisfaction of Commission staff, who will field verify the measurements, shall reflect moving the porch on the southern corner of the structure away from existing window trim, and shall indicate where historic building walls and roof materials will be replaced and where they will be retained in the proposed project. Said plans shall also indicate that the exterior siding will be painted white, and shall confirm that the structure will be raised only 6 to 12 inches above its existing height on the new foundation. Duane Historic Residence, 68 Dale Avenue, Hyannisport, MA #TR08011 7 FPhruary S_ ?nnQ Dpri.inn 7. Prior to issuance of a Building Permit from the Town of Barnstable, the applicant shall obtain a Certificate of Compliance from the Commission, indicating that Commission staff has reviewed the final plans and found them consistent with RPP performance standards, and that all other required conditions have been met. The Cape Cod Commission hereby approves with conditions the application of Jon R. Duane and Catherine J. Friedman pursuant to Sections 12 & 13 of the Act, c. 716 of the Acts of 1989, as amended, for the proposed alteration and expansion of the historic residence at 68 Dale Avenue, Hyannisport, MA. jo arris, hair Date COMMONWEALTH OF MASSACHUSETTS Barnstable, ss SJ , 2009 Before me, the undersigned notary public, personally appeared , in hi er capacity as Chairman of the Cape Cod Commission, whose name is signed on the preceding document, and such person acknowledged to me tha( e she signed such document voluntarily for its stated purpose. The identity of such person was proved to me through satisfactory evidence of identification, which was [_] photographic identification with signature issued by a federal or state governmental agency, [_] oath or affirmation of a credible witness, or [_ personal knowledge of the undersigned. Notary Public My Commission Expires., 4/ 23/1/ Duane Historic Residence, 68 Dale Avenue, Hyannisport, MA #TR08011 8 FPhriiary .9. 9009 Dpc,isinn 0 � e � "T aria.wmaa m g8� a¢¢ggggg� a� It6 HmROOM - 3 \ 9 n DE,N ev eou¢+<a msMlr I _ 3�E4g ------------I -- ------- MUD°ROOM 6 DI�IN�6P yp p[p[! ee� gym°'°` I I 1!/J { rurcu enema ORGN an w � _ ® L` we vro wco Z V w s KITWEN RECEIVE laM o zzST W a JAN 2 8 2009 A ? Cape Cod Commissio H s ECG let FLOOR LIVING SO PT. 24 DIFF:(-n FROM EXIST)) b �� 2nd FLOOR 90 FT. 2494 OIFP.-(f999 FROM PJfIST) � TOTAL LIVING 4599 DIFF.-(f1906 PROM EXIST)SO rr. we G AR SO FT. 1091 DIFF.-(—I FROM EXIST) $ �� TOTAL UNDER ROOP 6295 DIFF.-(f19T0 FROM MST) 'Y < R SALCONT AREAS 9(a PT. 262 TOTAL 6E00 w d U- D � WOD59 1y301 Z9L 'ld OS BV3aV AND7-IV6 ' ® a � C15U(3 uOtid OLbls)-'ddlG 05L9 dOpa a3oNf1 TJ1Dl a C1SUt3 41ONj JAIC IWI 'ld Ds V3aV H'Da J .N 9 .1 m 39y ryy Q u C(S15UCd 41Dad 9061s)))-'Jdla 666b 9NIAIl IVADI _ Q g 1 LSDG WJ WS4)-'dd10 wz 'ld D9 VNIAII WOO-W 1 1 L 331pi 4yp 8 P. N i �.7 z O a oA.. nAH o D f�ljo O Z p i 3'i Y U< r r Z { rnN z e I AN w s 8 , , , I E9� � , �-- � N':!&r -------------------- , WDD2 NDI1V3 - ® -------~A ' I r , x ... 3•a19�°p4a3 S ue Ls `� .� ------------- C> HIM „ i , az _____---____ - i7 �s 3 B 4 $ g wll•i !�� wllrri _ iCr::i+le: tia;; IIf 11�1 IIII IIIf 1111 ''I: :.`I , RM '8'it'. ...'..Tf....f: �7I ... .........M.- ..... 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T T 'I T!1!1 Ir■ r...r.rrr r. -11 rur �u u� - 11'u _ u� ... . lq.•nl...n.u.l....v .. u -- . ' _. 1111 '• :•:,' ....r .....rr...r•ru..•r....r........r... ...rr... r..•rr�r�.�rr��� . ..r..................u...r...•..r..•r.r.n.r.r...:••......r.ur. .r.r...r.r •••r.... 11 I.. 1 .I II_ J• I ..r.r....rr...r..r...r:.:: .........: � _ _ :I .. �3�I 1111 : _ _ __ _ I ��III ��' iI 8 g Ile IgIs m gas@ IG46pIS COTTAGE ,b I RIGHT ELEVATION €�I 8�59€al�SWON dnrJ W r I Wws o Div �N wuw J 7 - xe W wuw � A!1: 8 COTTAGE _ +.Ham . "*^� COTTAGES m o LEFT ELEVATION ate" �. ' " C RIGHT ELEVA710N � .. q C GY cc v ry Go � a qMd ter,... _ rt ® 2 qi s yy RZMHIM 1 f ALL SYSTEM COMPONENTS SHALL BE SYSTEM PROFILE NOTES O LEGEND. MARKED WITH MAGNETIC TAPE OR SYSTEM DESIGN" PROVIDE WATERITGHT MIN. 20" DIAM. (NOT TO SCALE) COMPARABLE MEANS FOR FUTURE LOCATION. 5 Jddec 1. DATUM IS NGVD � 99 - EXISTING CONTOUR ACCESS COVERS TO WITHIN 6" OF FIN. GRADE CONCRETE COVERS TO WITHIN 3" GRADE 2" PEASTONE OR GEOTEXTILE 2. MUNICIPAL WATER IS EXISTING (RE-ROUTE) X 99•1 EXIST. SPOT ELEV. GARBAGE DISPOSER IS NOT ALLOWED \ TOP FOUND. EL. 21.3' FILTER FABRIC OVER STONE 2% SLOPE REQUIRED OVER SYSTEM 99 PROPOSED CONTOUR 19•5' 3. MINIMUM PIPE PITCH TO BE 1/8" PER FOOT. DESIGN FLOW: 7 BEDROOMS ® 110 GPD 770 GPD MINIMUM .75' OF COVER OVER PRECAST 19.0' PRECAST H-10 MIN. a. DIAM. BLOCKS OR 4: DESIGN LOADING FOR SAS PRECAST UNITS TO BE RISERS (TYP.) 99 PROPOSED SPOT EL. USE A 770 GPD DESIGN FLOW 2'0 / PRECAST RISERS AASHO H-21 OTHERS, H-10. TH 1 ..a• 4"SCH40 PVC �/ 4"OSCH40 PVC H-20 TOP SYSTEM EL. 16.0' PIPES LEVEL 1ST 2 MORTAR ALL 5. PIPE JOINTS TO BE MADE WATERTIGHT. O TEST HOLE SEPTIC TANK: 770 GPD (2) = 1540 4 1zENDSP)COMPONENTS INV' 15.0' SIDES q, USE A 2000 GAL. SEPTIC TANK *16.5' 10- '� 14- ➢o01ono-1o! 6: C41- ONSTRUCTION DETAILS TO BE IN ACCORDANCE WITH 2 SLOPE OF GROUND � 2000 GAL H- . ° ° ° ° aaa� �o�® ®®Enm En ;00000000 310 CMR 15.000 (TITLE V.) t 15.76 SEPTIC TANK 15.51 ° ° ° ° ®®aao®®®®®o aaa�oo�®®®o ° ° ° ° LEACHING: o 0 0 0 0 °°°°°° o 0 0 0 0 0 0 0 0 0 °°°°°° 0 0 0 0 0 0 o E15.28' ° ° ° ° 7: THIS PLAN IS FOR PROPOSED WORK ONLY AND NOT TO 4 �Q. LEVEL „a,o,o,o,o,o °°°°°°°° ®®®®®®®®®®® a®aao®®®®®® .00000000° ° °°° UTILITY POLE ACME OR EQUAL GAS BAFFLE 0 °off°o�°o2oo�00200 °o 0 0 0 0 o BE USED FOR LOT LINE STAKING OR ANY OTHER a SIDES: 2 (59 + 12.83) 2 (.74) = 212 GPD °°°°°°°° ® ® 00000000PURPOSE. 99 EXIST. SPOT ELEV. 4 SUMP 1 ' ° ° ° NOTE: NOT ALL SYMBOLS MAY APPEAR IN DRAWING BOTTOM 59 x 12.83 (.74) = 560 GPD " IN. MP • 12" MIN. INT.''DIM. L 1 8. PIPE FOR SEPTIC SYSTEM TO SCH. 40-4" PVC. o Lewis O O O O O O O O O O O C f'°r .� 0 0 0 0 0 0 0 0 0 0 0 o H-20 500 GAL. LEACHING CHAMBER BY ACME PRECAST OR EQUAL. o 000°0o0°0'0 0r%0°o°0°000C 3/4=1-1/2" DOUBLE WASHED STONE a n n n n n n n n n n r w (6) UNITS REQUIRED 9. COMPONENTS NOT TO BE BACKFILLED OR CONCEALED TOTAL: 1044 S.F. 772 GPD OVERALL DIMENSIONS TO OUTSIDE OF STONE: 59.00' X 12.83' WITHOUT INSPECTION BY BOARD OF HEALTH AND Bay I CRUSHED STONE OR MECHANICAL USE (6) 500 GAL. LEACHING CHAMBERS (ACME OR EQUAL) �g h COMPACTION. (15.221 [21) o PERMISSION OBTAINED FROM BOARD OF HEALTH. Locus *THE INSTALLER SHALL VERIFY THE WITH 4' STONE ALL AROUND LOCATIONS OF ALL UTILITIES AND ALL # " . ,, U I p,ll�� 10. CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING BUILDING SEWER OUTLETS AND " t, ���bt! LOCATIODIGSAFEN (1 F ALL3 NDERG3) AND VERIFYING THE ELEVATIONS PRIOR TO INSTALLING ANY LOCATION OF ALL UNDERGROUND & OVERHEAD UTILITIES cJ I� �� �� 1 8.0 BOTTOM TH-2 PRIOR TO COMMENCEMENT OF WORK. LOCUS MAP PORTION OF SEPTIC SYSTEM ( % SLOPE) r ( % SLOPE) ( 1.5% SLOPE) NO GROUNDWATER FOUND 11. ANY UNSUITABLE MATERIAL ENCOUNTERED SHALL BE SCALE 1 =2000 f MA REMOVED 5' BENEATH AND AROUND THE PROPOSED APPROVED DATE BOARD OF HEALTH FOUNDATION 15' SEPTIC TANK 6' D' BOX 20' LEACHING LEACHING FACILITY. ASSESSORS MAP 286 PARCEL 12 FACILITY LOCUS IS WITHIN FEMA FLOOD ZONE C AS 12. EXISTING LEACHING FACILITY SHALL BE PUMPED AND SHOWN ON COMMUNITY PANEL #250001 REMOVED OR PUMPED AND FILLED WITH CLEAN SAND. 0008 D DATED DULY 2, 1992 13. RELOCATE WATERLINE IF RESERVE UTILIZED. (NOTE: FLOODZONE A10 EL. 11 BEGINS 14. CONTRACTOR TO PROVIDE SWALES FOR POSITIVE APPROX. 100' WESTERLY OF LOCUS AND NOTE: EJECTOR PUMP REQUIRED FOR BATH IN BASEMENT (CONSULT FLOODZONE V10 EL. 14 BEGINS SEAWARD DRAINAGE AWAY FROM GARAGE/FOUNDATION. DRYWELLS PLUMBER) SUGGESTED. OF THE COASTAL BANK) i 15. DOWN CAPE ENGINEERING SHALL CERTIFY RIDGE MHW APPROX. 130' SOUTH OF SOUTHERLY LOT LINE HEIGHT WHEN COMPLETED. RIDGE HEIGHT NOT TO EXCEED _6" TO 12" ABOVE THE EXISTING RIDGE HEIGHT OF 49.26'. AP DISTRICT PA�CEL 13 N/F HEN ,Y H. ERBE III 0.5 BENCHMARK: USE PK NAIL N AT ELEV. 21.0' TEST HOLE LOGS N 96 CIS ENGINEER: DAVID FLAHERTY, R.S., SE2755 0 F WITNESS: DONNA MIORANDI, R.S. N 1.3 CNE DATE: SEPTEMBER 30, 2008 0 1.21 PROPOSED 21 2 ZONING SUMMARY GARAGE - < 2 MIN/INCH PERC. RATE _ k n' '�40% RESERVE CURRENT ZONING DISTRICT: RF-1 o PROP. N'0 11�80�SE FIELD -� N s,g� r' (FNDN 2EL 21 ) S 5\ 0 CLASS I SOILS P# 12365 PROP MIN. LOT SIZE 43,560 S.F. MIN. LOT FRONTAGE 20' 21.93 �RIVEwAY QED ONF s.4. QT1 ��� ELEV. ELEV. f� ELEV. ELEV. MIN. LOT WIDTH 125' oo $" G v _ W �0. /0 0" 20.0' 0" 20.0' 0" 4 20.0' 0" 20.0' MIN. FRONT SETBACK 30 N� F ._� OH� - - MIN. SIDE SETBACK 15' k G PROP. WATER LINE RE-LOCATION A A A A MIN. REAR SETBACK 15' / w --/-� � off LS LS LS LS PARCEL 11 N/F JAMES & MONICA SHAY .. EXISTING • 1 OYR 3 2 - 1 OYR_3 2 was. `�2• _� - _ _ ,: __._ ; 10YR- 3/2 _ __ . _.... _ 10YR 3/2 _ - __ ,. _ /.__, �._ - / DWELLING i 0�, 0 cv _ 12 1212" - p (HATCHED) r. � I ad t 9.43' _ B B co / PROP. LEACHING FACILITY B LS LS PROP. lg O LS LS PROP. CO / 10YR 5/8 1OYR 5/8 / /NEw FND&N' -%7_' P CN �1 200 sT >>• 17.2 34 1 OYR 5 8 17.2 10YR 5 8 REFERENCE OR TT TH Qj 34" 36" 17.0' " 35" 17.1' 2 4 LCP 12948 B 19.14' O TH- O/ EXISTING AND PROP. I Q� PERC PERC PROPOSED 79 FIRST FLOOR g w. SETBACK ELEV. 22.0't 1 PROPOSED / MS MS MS MS QO PORCH / 1 Q 2.5Y 7 3 2.5Y 7 3 / 2.5Y 7 3 �, 2.5Y 7 3 / 18.65' � / / / LOT 2 0•g. 1 15,066f SF 8.85 0.3t AC WORK LIMIT LINE �h 132" ( 9.0' 144" 8•0' 120" 10.0' 132" 9.0' 18 EXIST. (STAKED SILT FENCE) i /tx O, DECK * a '40. I �4/ NO GROUNDWATER ENCOUNTERED ,MALL TO MED. SIZE BOULDERS FOUND OVER ENTIRE SITE IN A, B HORIZONS I 76 18 8 ! TITLE 5 SITE PLAN *REMOVE EXIST. DECK AND OF L=40.60 REPLACE WORK LIMIT LINE TO R=40.68 o BE 100' OFF COASTAL BANK o 'i 68 DALE AVENUE 0 (HYANNISPORT) BARNSTABLE, MA PREPARED FOR DALE AVENUE REALTY TRUST TRANS. 4 TRANS. 5 TRANS. 3 JAN UARY 27, 2009 REV. JULY 20, 2009 (HOUSE) TRANS. 2 REV. SEPT. 10, 2009 (TF � TRANS. 1 2 -_TOP COASTAL BANK K3 #5-_ - ------ - REV. SEPT. 29, 2009 (GRAD NG) �% REV. 10/5/09 SPOT GRADES AND RIDGE NOTE) IIE1 0, / off 508-362-4541 N �AN OF Ugss �N OFA;qsS I fax 508-362-9880 Scale: 1 = 20 Q� DANIEL ti� �� s9 ��HOFMgs downcope.com DOJALA A. �� ry ��� DANIELA cy� DANIELS�cyGs 0 10 20 30 40 50 FEET CIVIL OJALA o OJALA A. doWO cape engInee/ 760 inc. o.4650,Z No. 0 I" CIVIL OJALA civil engineers �0 �F goo P 02 �' s�, ��,' p No.40980 �_ land surveyors 10NAL yv (���/O T i.1 NG�� A ti t 939 Main Street ( Rte 6A) 0 A d 11 YARMOUTHPORT MA 02675 1 DATE DANIEL A. OJALA, P.E., P.L.S. #07-343 07-343 DUANE_SEPTIC.DWG (SBO)