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0251 NYES NECK ROAD - Health
151 Nyes Neek Road Centerville A — 232 — 005 ; SMEAD No.2-153LOR UPC 12534 smosd.eom • Msd*to USA MIMMSOUNWWAMOAM amus®Nn�sv�aaurus SFI CERTIFIED SOURCING YY{MINSipROG'RAM.ORC. p b 26i5 �J ✓• —� ,w,, k.w, pia. c.ws �s1.o.. � 2 .C� �`�r�sAs,� f •pp- sox ()3A9- do �We61 e-ce kd roH ' �eJ- w"'� � °F"^tti�T CERTIFICATE OF ANALYSIS Page: 1 of 1 ;q Barnstable County Health Laboratory (M-MA009) Report Prepared For: Report Dated: 8/16/2016 David Hirsch Hirsch Order No.: G1696361 PO Box 702 Centerville, MA 02632 — --------.... Laboratory ID#: 1695361-01 Description: Water-Drinking Water Sample#: Sample Location: 251 Nyes Neal Rd. Collected: 07/29/2016 Collected by: Customer Received: 07/29/2016 i Routine i ITEM RESULT UNITS RL MCL METHOD# ANALYST TESTED NOTE Nitrate as Nitrogen ND mg/L 0.10 10 EPA 300.0 LAP 7/29/2016 Copper ND mg/L 0.10 1.3 SM 3111E LAP 7/29/2016 Iron ND mg/L 0.10 0.3 SM 3111B LAP 7/29/2016 pH 7.4 PH AT 25C NA 6.5-8.5 SM 4500-H-13 DCB 7129/2016 Sodium 45 mg/L 2.5 20 SM 3111B LAP 7/29/2016 Total Coliform 0 /100ML 0 0 SM 92228 RG 7/29/2016 Conductance 240 umohs/cm 2.0 EPA 1201 DCB 712912016 Sodium level is above the maxium contaminant level. Those on a low sodium diet may wish to consult a physician. 1 ` Attached please find the laboratory certified parameter list. Approved By; -____-- (Lab Director) ND=None Detected RL Reporting Limit MCL=Maximum Contaminant Level 3195 Main Street, PO. Box 427, Barnstable, MA 02630 Ph: 508.375-6605 Parcel Detail' Page 1 of 4 w+ MASS 109. �...�- Y y Rim+ v. ..v Parcel Info - A.h x tam, Parcel ID 232- Lot 005 DevelopercOT Location 1251 NYES NECK ROAD t Pri Frontage 74 I Sec Road� Sec Frontage Village[Centerville ( Fire District C-O-MM Town sewer exists at this address;i�o ( Road Index Asbuilt Septic Scan: Interactive , � I 232005_1 Map 1 r -u_Owner Info t Owner MILLER, JAMIE PITT, HIRSCH, JEFFREY A& I Co-owner ANDREW J TRS-HIRSCH FAM IRREV TR Street 123 PRATT STREET Street2 city 1PROVIDENCE State RI zip 102906 Country 7- Land Info Acres 11.02 � use SSingle Fam MD 11 L-01 ( zoning IRD-1 Nghbd 10114 Topography Levelr � Road Paved �n,M .l Utilities"Well,Septic � Location Lake/Pond Front,Excel View Construction Info ' 7. 17 Year 1930 �1 Roof 'able/Hi Ext Built struct p �� Wall Wood Shingle Living Roof nc F2543 ',As h/F GIs/Cm Nones> Area Cover' p p ( Type I Style Ranch Int Plastered I Bed 4 edrooms --1 Wall' Rooms o S 4 - S Model Residential Floor,Hardwood ( Rome 2 Full-1 Half Heat Total Grade Average Plus ) Type Hot Water ( Rooms 9 Rooms ,Bk� Heat Found r Stories1 Story � Fuel 011 ationT- ICaI a w atE Gross 5353 J Area,5 Permit History ` 10/27/2016 Demolition 1 16-2813 $10,000 demo existing house — http://issgl2/intranet/propdata/ParcelDetail.aspx?ID=16533 1/25/2017 Parcel Detail, Page 2 of 4 1012712016 _ New Gonst-Demo/Rebid a -- J16 2815 $1;1-,00,000 ,:4 `rcbUild new'4,bedroom 3in6le'faffiily holne 12/15/1999 Remodel-Addition 43093 $30,000 1/1/2001 12:00:00 AM 10/1/1994 AdditionI B37161 $20,900 1/15119 5 2:00:00�M G GARAGE,. Visit History .. .�. - 5/20/2010 12:00:00 AM To ny Podlesney7 In Office Review 9/22/2006 12IT :00:00 AM Paul Talbot Cyclical Inspectton 2/26/2001 12:00:00 AM Martin Flynn Meas/Est 11/3/200012:00:00AM PautTalbot Meas/Listed-IoteriorAccessr rji 77�7417,7 7 7, 7 7-4 77 77 Sales History { 1 4/28/2016 MILLER,JAMIE PITT,HIRSCH,JEFFREY A& 29611/318 $100 2 5/1/2013 HIRSCH,JAMIE,;JEFFREY&ANDREYVTRS ,�;; 27341/157 3 5/15/1996 HIRSCH,HOPE LINDATR 10215/208 $10 4, 4/13/1993 HIRSCH,HOPE tINDA s ;° [8523/34421 $10� 5 7/17/1973 HIRSCH,HOPE LINDA 1900/251 $0 Assessment History ' r . ter f- 1 1 2017 $160,900 $39,400 $29,300 $681,000 $910,600 a 2 2016 - $160900 : $39,400$43,900 $32$2^�9,300 $699,000 d $928,600' 3 2015 $182,200 ,000 $649,700 $907,800 4 2014 , $182,200 $43,900 $33;300 a'$649,700 ,ti r $966-J O 5 2013 $182,200 $43,900 $34,700 $649,700 $910,500 6 2012 $182,200 ,43�300 $31',800 �.$748,800"^. •? _. °$1,005,900: 7 20111 $231,400 $3,100 $29,800 $748,600 $1,012,900 8 2010' $231;#00'�ft <$3,1003 $58;000 a $748,600 $1041,100' 9 2009 $222,900 $2,600 $19,400 $911,600 $1,156,500 10 2008 $259,70Q ,., ,_.. . -= _$2,600 ry ..� $19,400 - '. 4 4949,900 x - " 4 $1;231,600 12 2007 $257,800 $2,600 $19,400 $949,900 $1,229,700 13 2006 $241,000,_ " $2,600 , . $19,800 $929,700', �,- $1;193,100 14 2005 $206,000 $2,400 $20,300 $726,300 $955,000 15 2004 $170,900 - --A $2,400 a _ _ $20800°` ` w$555;400 16 2003 $171,900 $2,400 $21,100 $251,300 $446,700 17. - 3002 $171,900' $2,400 .,. ,. $21,100` r .,$251.300:`. �` 1L $446,700 18 2001 $151,800 $2,300 $21,100 $251,300 $426,500 19 a =t 2000 _ $124,200 "L $2,300=, $28100 $127,300' $281,900 20 1999 $124,200 $2,300 $25,100 $127,300 $278,900 21• 1998 a $124,200A ... - $2.300 *moo `t$25,100 m$127,300 _ ;$278,900 22 1997 $158,700 $0 $0 $112,000 $295.700 23 1998 '$158,700' $0:;» �., $0 `. $112 000,- a ,-$295.700 Ll l 24 1995 $158,700 $0 $0 $112,000 $285,400 25 1994 �$136,300a m . ,. ;.$0e: € 5n $0`' " ,$1�9,900 `': $260,700 26 1993 $136,300 $0 $0 $110,200 $261,000 27 1992 1 $154,800 `, -$0 $0 • $122,200 I �. :` $293,400 28 1991 $170,300 $0 $0 $252,500 $445,600 s-29 .1990 $170,300 40 `� 1 $0 i '` $252,500' $445800 30 1989 $170,30; $0 $0 $252,500 $445,600 31: 1988 $116,100 $0 N ,r 1$0 -tom. , $75,300=` = ` $211,200' 32 1987 $116,100 $0 $0 $75,300 $211,200 733' a 1986 ` '$116,100 e $0 � $0h $75,200 $211,100 Photos http://issgl2/intranet/propdata/ParcelDetail.aspx?ID=16533 1/25/2017 qtn IP 2azooeirzeaT� oz�czrzo,o A ) . k 11 22 2016 Man wilt 0, 1 v Li nWi 11-22.201E OA e ! n r � rk�ti s r S II ' _ a t M � rt t _ y a .p .w a � d Town of Barnstable .�. Building Post.This Card So That it is Visible From the'Street-Approved°Plans Must be Retained on Job_ and this Card Must be Kept Posted Until Final Inspection Has Been Made. m p�Y`m7t a�ur° Where a Certificate of Occupancy is Required,such Building shall Not be Occupied until a Final Inspection has been made. § Permit lilt Permit No. B-16-2815 Applicant Name: ROGERS AND MARNEY, INC. Approvals Date Issued: 10/27/2616 Current Use: Structure Permit Type: Building-New Construction-Rebuild After Expiration Date: 04/27/2017 Foundation: Teardown Map/Lot: 232-005 _ Zoning District: RD-1 Sheathing: Location- 251 NYES NECK ROAD,CENTERVILLE Contractor Name: ROGERS AND MARNEY, INC. Framing: 1 .Owner on Record: HIRSCH,JAMIE,JEFFREY&ANDREW TRS Contractor License: ,164688 2 Address: ANDREW TRS-HIRSCHFAM IRREV TR - - Est. Project Cost: $ 1,100,000.00 Chimney: N E PROVIDE C , RI 02906 Permit Fee: $5,735.00 rebuild'new 4 bedroom sin le family Insulation: Description' ( g Y home' Fee Paid` $5735.00 r Final: Project Review Req: rebuild new 4 bedroom single family homes Date: 10/27/2016 - 9� Plumbing/Gas Rough Plumbing: -•- --- - Building Official Final Plumbing: This permit shall be deemed abandoned and invalid unless the work authorized by this permit is commenced within`six months after issuance. All work authorized by this permit shall conform to the approved application and the',approved construction documents for which this permit has been granted. Rough Gas: All construction,alterations and changes of use of any building and structures shall be in compliance with the local zoning by-laws and codes. Final Gas: This permit shall be displayed in a location clearly visible from access street or road and shall be maintained open for public inspection for the entire duration of the work until the completion of the same. — Electrical The Certificate of Occupancy will not be issued until all applicable signatures by the Building and fire Officials are provided on this permit. Service: Minimum of Five Call Inspections Required for All Construction Work:' 1.Foundation or Footing 9 Rough: 2.Sheathing Inspection 3.All Fireplaces must be inspected at the throat level before firest flue lining is installed Final: 4.Wiring&Plumbing Inspections to be completed prior to Frame Inspection 5.Prior to Covering Structural Members(Frame Inspection) Low Voltage Rough: 6.Insulation 7.Final Inspection before Occupancy Low Voltage Final: Where applicable,separate permits are required for Electrical,Plumbing,and Mechanical.Installations. Health Work shall not proceed until the Inspector has approved the various stages of construction. Final: - "Persons contracting with unregistered contractors do not have access to the guaranty fund" (as set forth in MGL c.142A). Fire Department Building plans are to be available on site Final: All Permit Cards are the property of the APPLICANT-ISSUED RECIPIENT y No. Fee THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: Yes PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS 0[pplitation for Disposal *p tem Construction Permit Application for a Permit to Construct( ) Repau( ) Upgrade( ) Abandon( ) ❑Complete System Indtvtdual Components Location Address or Lot No.:Let Pj eN I/&-k< W&, Owner's Name,Address,and Tel.No."V\-Z., Wr36, CX^TG I'—We/ fctft,.�c� �t Se,JQC.�1ti a'c�nsr Assessor's Map/Parcel �3 Z 005 O3 y-o QCgc/i tG (p Installer's N me,Address,and Tel. o.' Vfvj Cy�y},•a�,f® Designer's Name,Address,and Tel.No. sw�\W^ 5\ Joyce "61's�-�i �a fAC^, sxfL-� J s ✓M Tog 44 9-.1+77Z Type of Building: Dwelling No.of Bedrooms Lot Size sq.ft. Garbage Grinder( ) Other Type of Building No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.required) gpd Design flow provided gpd Plan Date Number of sheets Revision Date Title Size of Septic Tank Type of S.A.S. Description of Soil Nature of Repairs or Alterations(Answer when applicable) �S' L\ 2-O S n c V Date last inspected: Agreement: The undersigned agrees to ensure thLEnviro struction and ce of the afore described on-site sewage disposal system in accordance with the provisions of Title 5 of th tal Code and not to place the system in operation until a Certificate of Compliance has been issued by this Bo oh. S' ne A An 0 Date o I Application Approved by / Date Application Disapproved by Date for the following reasons .r Permit No. Date Issued r No. Fee THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: PUBLIC HEALTH DI'VISiGN -'TOWN OF BARNSTABLE MASSACHUSETTS Yes I 01pplication for Vsposal *p tem Construction Vermit ✓ Application for a Permit to Construct( ) Repair( ) Upgrade( ) Abandon( ) Complete System V Individual Components Location Address-or Lot No.1S\ Nj e$ V ew �� Owner's Name,Address,and Tel.No.-NE, 4'(3 CV C��rG Cam:\.e, Assessor's Map/Parcel �.,3 L Op� ct CK" 2(`nc/i nc G 028yu Inst Name,Address,and Tel.No."r0% C�\ burr, Designer's Name,Address,and Tel.No. Joyce, C4t\DSLC,4, Cob F1cnr sx x r�� o, Pic VSq Qsfi�v,,,c�, ICE' n -{ •S �h+ SoB --4�7 ZS-3 Type of Building: 1 j • � I Dwelling No.of Bedrooms Lot Size sq.ft. Garbage Grinder( ) Other Type of Building No.of Persons- Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.required) gpd Design flow provided gpd y: Plan Date Number of sheets Revision Date i Title � �a Size of Septic Tank Type of S.A.S. Description of Soil Nature of Repairs or Alterations(Answer when applicable) J:nsi:31 i\2-O s C ..o V 4 SVA C , Date last inspected: Agreement: i The undersigned agrees to ensure the construction and tenance of the afore described on-site sewage disposal system in accordance with the provisions of Title 5 of the Enviro tal Code and not to place the system in operation until a Certificafe f�, { � Compliance has been*issued by this BoAr o e lth. S'• e Q Date 011 11 iv Application Approved by . f Date U " e - Application Disapproved by Date for the following reasons , -t Permit No Date Issued ---------------------------------------------------------------------------------------------------- ----- z THE COMMONWEALTH OF MASSACHUSETTS BARNSTABLE,MASSACHUSETTS Certificate of Compliance THIS IS TO CERTIFY,that the On-site Sewage Disposal system Constructed( ) Repaired( ) Upgraded( V� Abandoned( )by on at t_Aj&L5- eL; has been cons uete in pcco /ed nce with the pr vis�ons o itle 5 and the for Disposal System Construction PermitN . �b Installer Designer .Vf.�•. #bedrooms L4 Approved design flo gpd The issuance of this pe it shall not be construed as a guarantee that the system wil fund'o as desi Ld. Date 0 Inspector 61 v ------------ - ------------------- ---------------------------------------------------------------- '- T7 - No. ��Z Fee HE COMMONWEALTH OF MASSACHUSETTS / PUBL1cdEALTH DIVISION-BARNSTABLE,MASSACHUSETTS Misposal 9pste Construction joermit Permission is hereby granted o onstruc ) Repair( ) Up ( ) Ab�Wonf System located at �/�Y/ i and as described in the above Application for Disposal System Construction Permit. The applicant recognized his/her duty to comply with Title 5 and the following local provisions or special conditions. i Provided:Construction ust co pleted within three years of the date of this permit. Date Approved by I -- Barnstable Property Maps Page 1 of 1 9 7,MMF Layers Went t0. p Zoning ❑./ Parcel Labels�_� #2f ❑ Parcels (on aerials) Q ® Zoning Districts ;g - .. _ . �#�`22 ❑ Overlay Districtsa �� § Z © ® Medical Marijuana -j � k Adult Use © ® Dock& Pier1 k Q ® Solar Photovoltaic . Q ® Medical Services © ® Planned Unit Developmentow s © Resource Protection t © ® Senior Continuing Care 1 0 Jj Q ® Drive Through Restaurant t � © ® Shopping Center Redevelopment © I Rec & Relay Shellfish Dock& Pier ❑•/ Water Protection Districts GP/WP Districts `. Q GP - Groundwater Protection E © WP -Well Protection u° Ii ( Basemap Home , Layers 1f Parcel Details I 200ft __..J ,.... https://gis.townofbarnstable.us/Html5 Viewer/Index.html?viewer=propertymaps&run=Find... .9/27/2016 Health Master Detail Page 1 of 1 y �- �wU I g ,'11d.VlJ'�s5r°.G Logged In As: TOWN\health Health Master Detail Tuesday,September 27 2016 Application Center Parcel Lookup Selection Items Parcel Septic Perc well Fuel Tank Parcel: 232-005 Location: 251 NYES NECK ROAD, Centerville Owner: HIRSCH,JAMIE,JEFFREY&ANDREW TRS Business name: _ _ v I Business phone: Rental property: ❑ Deed restricted: ❑ Number of bedrooms : 0 Contaminant released: ❑ Fuel storage tank permit: ❑ Save Parcel Changes Return to Lookup I Parcel Info Parcel ID: 232-005 Developer lot:LOT 1 Location:251 NYES NECK ROAD Primary frontage:74 Secondary road: Secondary frontage: Village:Centerville Fire district:C-O-MM Town sewer exists at this address:No Road index: 1108 mz _ �"Asbuilt Septic Scan: 232005 1 Interactive map: ., Town zone of contribution:GP (Groundwater Protection State zone of contribution:IN Overlay District) Owner Info owner: HIRSCH, JAMIE, JEFFREY & Co-owner:%MILLER, JAMIE PITT, HIRSCH, ANDREW TRS JEFFREY A & Streets:ANDREW TRS-HIRSCH FAM IRREV Street2: 123 PRATT STREET TR City:PROVIDENCE state:RI zip: 02906 Country: Deed date:5/1/2013 Deed reference:27341/157 Land Info Acres: 1.02 use: Single Fam MDL-01 zoning:RD-1 Neighborhood: 0114 Topography:Level Road:Paved Utilities:Well,Septic Location:Lake/Pond Front,Excel View Construction Info lBuilding NctYear Buil Gross Area Living Are Bedrooms Bathrooms 1 11930 15353 P543 14 Bedroom 2 Full-1 Half Buildings value:$160,900.00 Extra features: $39,400.00 Land value: $699,000.00 http://issgl2/intranet/healthMaster/HealthMasterDetail.aspx?ID=232005 9/27/2016 I L O 7' 2 8 as�s•so• rI Irs,is E s9l..$ y9 a o� Q s as so•oo• 9 s TENNIS COURTS Wlie V \ 2,07- g 7! J0•p0 M PLOT PLAN OF LAND L OCA TED IN To THE BEST OF MY KNOWLEDGE THE FOUNDATION BA PNS TA BL E - MASS . THIS PLAN IS AS IT ACTUALLY EXISTS AND f,( R '` ppEPAPED FOR SHOWN ON THAT IT CONFORMS TO THE TOWN OF 6ARNSTABLE Z REGULATIONS, REGARDING YARD SETBACKS" HOPE L I NDA HIPSCH ZF GF1,-;FZI.:: SCALE.' 1 "=B0 FT. DATE.' DEC. 7, 1994 DATE. DEC. 7, 1994 2>;0 6 RING R.L•S. CAPE 6 ISLANDS ENGINES Jcy EE - MASS. MA P — i ■ Legend Parcels :;:•l- _--233002004 233.002003 233©®2(li {e� - 233026002 i _- 'Town Boundary ,._ . f �: zl e Railroad Tracks aI +: #217� '#2t9- #226�x #'190 _ alb i .... Buildings -� ue ::_:.:.atcr..,<_ >J :.':..' t Painted Lines ��xr f-"'- � y :::.::alb:: .i,:•_ ;__.--._...�.t .,i,,•: Parking Lots ram~ t1 �k li itlt� ,: Paved 233002001 f_ 5y _...,�,,233027�.,'^ IPI Unpaved #223 i s o ti c.';':_: #55_:Y Driveways ❑ Paved Unpaved 23300 y� '< Roads #235� „, � :: •-:. -� 0 Bridges _r y y � •.__ [3 Paved Roads rf �•.."- ,�—_- El Unpaved Roads 233028 —Streams #236 • Marsh la Water Bodies 232077 #2 7 % `' 232005 1. �, 232006 #251 #270 40 V x\. tl 232004 #26'1 , 232003 #279 - L 132002 Map printed on: 9/29/2o16 This map is for illustration purposes only.It is not Parcel lines shown on this map are only graphic Town of Barnstable GIS Unit adequate for legal boundary determination or representations of Assessor's tax parcels.They are Feet regulatory interpretation.This map does not represent not true property boundaries and do not represent 367 Main Street,Hyannis,MA 026ot O 83 167 an on-the-ground survey.It may be generalized,may not accurate relationships to physical objects on the map 5o8-862-4624 reflect current conditions,and may contain such as building locations. Approx.Scale: 1 inch = 83 feet y! cartographic errors or omissions. gis@town.barnstable.ma.us i r r( �� , M. �dB. o f 1' w - n+ s TPOCRAPHIC PL IN OF LAND i br p.s a SARNSTABLE PREPAREO FOR HOPE LINDA HIRSCH B BARRY ALP£RIh M 3 L O-4089 SCAE' O F' PATE' APR. IS FILE Na.S93BA ppANN By,•OC_ �a^,: d� •� CAPE 5 ISLANDS ENGISUITE 2f f33 FA/a OA ASHPEE ,yA55. Health Master Detail Page 1 of 1 a_ rs 44 r � Logged In As: TOWN\miorandd Health Master Detail Thursday,September 29 2016 Application Center Parcel Lookup Selection Items Parcel Septic Perc Well Fuel Tank Parcel: 232-005 Location:251 NYES NECK ROAD,Centerville Owner:HIRSCH,JAMIE,JEFFREY&ANDREW TRS Business name: Business phone: Rental property: ❑ Deed restricted:❑ Number of bedrooms Contaminant released: ❑ Fuel storage tank permit: ❑ f Save Parcel Changes . Return to Lookup Parcel Info Parcel ID: 232-005 Developer lot:LOT 1 Location:251 NYES NECK ROAD Primary frontage:74 Secondary road: Secondary frontage: Village:Centerville Fire district:C-O-MM Town sewer exists at this address: No Road index:1108 Asbuilt Septic Scan: 232005_1 Interactive map:M-77" Town zone of contribution:GP(Groundwater Protection Overlay District) State zone of contribution:IN Owner Info Owner: HIRSCH,JAMIE,JEFFREY&ANDREW TRS Co-Owner:%MILLER,JAMIE PITT,HIRSCH,JEFFREY A& Streetl:ANDREW TRS-HIRSCH FAM IRREV TR Street2:123 PRATT STREET City:PROVIDENCE State:RI Zip: 02906 Country: Deed date:5/1/2013 Deed reference:27341/157 Land Info Acres: 1.02 Use: Single Fain MDL-01 Zoning:RD-1 Neighborhood: 0114 Topography:Level Road:Paved Utilities:Weil,Septic Location:Lake/Pond Front,Excel View Construction Info Building No ear Built 3ross Area iving Ai Bedroom Bathrooms 1 1930 15353 543 4 Bedrooms Full-1 Half Buildings value:$160,900.00 Extra fe Yures: $ ,400,00 Land value: $699,000.00 i http://issgl2/intranet/healthMaster/HealthMasterDetail.aspx?ID=232005 9/29/2016 Town of Barnstable e. RECEIPT 200 Main Street, Hyamis MA 02601 508-862-4038 M6� Application for Building Permit Application No: TB-16-2813 Date Recieved: 9/27/2016 Job Location: 251 NYES NECK ROAD,CENTERVILLE Permit For: Building-Demolition Contractor's Name: ROGERS AND MARNEY, INC. State Lic. No: 164688 Address: P.O. BOX 310, OSTERVILLE, MA 02655 Applicant Phone: (508)428-6106 (Home)Owner's Name: HIRSCH,JAMIE,JEFFREY & ANDREW Phone: TRS (Home)Owner's Address: ANDREW TRS-HIRSCH FAM IRREV TR, PROVIDENCE,RI 02906 Work Description: demo existing house Total Value Of Work To Be Performed: $10,000.00 Structure Size: 0.00 0.00 0.00 Width Depth Total Area I hereby swear and attest that I will require proof of workers'compensation insurance for every contractor,subcontractor,or other worker before he/she engages in work on the above property in accordance with the Workers' Compensation Act(Chapter 568). I understand that pursuant to 31-275 C.G.S.,officers of a corporation and partners in a partnership may elect to be excluded from coverage by filing a waiver with the appropriate District Office;and that a sole proprietor of a business is not required to have coverage unless he files his intent to accept coverage. I hereby certify that I am the owner of the property which is the subject of this application or the authorized agent of the property owner and have been authorized to make this application.•I understand that when a permit is issued, it is a permit to proceed and grants no right to violate the Massachusetts State Building Code or any other code,ordinance or statute,regardless of what might be shown or omitted on the submitted plans and specifications. All information contained within is true and accurate to the best of my knowledge and belief. All permits approved are subject to inspections performed by a representative of this office. Requests for inspections must be made at least 24 hours in advance. Signed: ROGERS AND MARNEY,INC. 9/27/2016 (508)428-6106 Applicant Date Telephone No. Estimated Construction Costs/Permit Fees LProjectost : $10,000.00 Date Paid Amount Paid Check#or CC# Pay Type ee: $125.00 ee Paid: $0.00 � THIS IS NOT A PERMIT i ,',S 1 •r�b�A� t+ 4 all ,,I i � e Aj t I \ i 11 • It kn 141 Sr S u ail I ���P ��p�� •p�s �. __ P�,% �q,� �' pJ ,'1•/ M•'J ,,r ^•.;1/yam` I `i i L,�<• l � ,Allit Ar W' <q Town of Barnstable Barnstable �«r t Regulatory. Services Department 'e'cacft" = 1ARNSfAHM °�: ,�� Public Health Division FO"" A 200 Main Street, Hyannis MA 02601 2007 Office: 508-862-4644 Richard V.Scali,Director FAX: 508-790-6304 Thomas A.McKean,CHO CERTIFIED MAIL# 7012 1010 0000 2847 8902 September 20, 2016 Andrew TRS-Hirsch Fam Irrev TR 123 Pratt Street Providence, RI 02906 Dear Mr. Hirsch, The septic system located at 251 Nyes Neck Road, Centerville,MA was inspected on 09/08/2016 by James Ford, certified Title V Septic Inspector for the State of Massachusetts. The inspection of the septic system showed that the system "Needs Further Evaluation by the Local Approving Authority" under the guidelines of 1995 TITLE V (310 CMR 15.00). `If the•applicant/owner will be.seeking'a'bilding permit for this property in the future, he/she must first appear before the Board of Health'for a_ determination in regards to high' groundwater table in this area:! The septic system may need to be replaced if it is determined that the leaching facility is/ less than 4 (four) feet above the maximurri4dj usted,groundwater elevation.,, Sincerely, c ean, R.S., CHO Agent of the Board of Health Q:\SEPTIC\Letters Septic Inspection Failures or Future Evl\251 Nyes Neck Road Centerville.doc Town of Barnstable • SARNI$1'AHI.E, � Regulatory Services Department Public Health Division 200 Main Street,Hyannis MA'02601 Office: 508-862-4644 Richard Scali,Director FAX: 508-790-6304 Thomas A.McKean,CHO Feb 6, 2007 Rev. 5/11/16 DEADLINES TO REPAIR,. FAILED SYSTEMS (Town Code §360-44 and Title V: 310 CMR 15,000) An"x"marked in the ❑ is the failure criteria and associated repair deadline 60 DAY DEADLINE CRITERIA ❑ Discharge or ponding of effluent to the surface of the ground ❑ Pumping more than 4 times during the last year not due to clogged or obstructed pipe. ❑ Backup of sewage into the house due to an overloaded or clogged SAS or cesspool ONE (1) YEAR DEADLINE CRITERIA ❑ Static liquid level in the distribution.box above outlet invert due to an overloaded or clogged SAS or cesspool ❑ Any portion of the SAS, cesspool, or privy below high groundwater elevation ❑ Any portion of the cesspool within a Zone 1 to a public well ❑ Any portion of a cesspool within 50 feet of a private water supply well with no acceptable water quality analysis. (This system passes if the water analysis indicates the well is free from pollution). TWO (2)YEAR DEADLINE CRITERIA ❑ Single Cesspool ❑ Any"conditionally passed systems" (broken cover, relocation of a pipe, relocation of a driveway due to H-10 components, etc) ❑ Leaching pit or cesspool with high liquid level, <12"below inlet(per Town Code §3 60-9.1) ❑ Leaching facility with standing liquid level at or above the invert pipe (per Town Code §360-20 h) OTHER G �► /Lve�c,�, v o�e � oUM bo-a 604M o F Ih �, A I 114 Repair deadline: b-e-40. 660rd a a 1A Q:\SEPTIC\DEADLINES TO REPAIR FAILED SYSTEMS.doc vp0 r1,de- t S' reGy VI're d / l l Commonwealth of Mas§achusetts o�3 g, Title 5 Official Inspection Form l Subsurface Sewage Disposal System Form -Not for Voluntary Assessments 251 Nyes Neck Road M1 Property Address P Y Hirsch Trust Owner Owner's Name ~ information is required for every Centerville I/ MA 02632 9/8/2016 s page. City/Town State Zip Code Date of Inspection :4,) 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:When A. General Information filling out forms on the computer, use only the tab 1. Inspector: key to move your cursor-do not James Ford use the return key. Name of Inspector Ford Septic Services, LLC 011b Company Name P.O. Box 49 Company Address Osterville MA 02655 City/Town State Zip Code 508-862-9400 S 12482 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 P P 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: ❑ Passes ❑ Conditionally Passes ❑ Fails ® Needs Furth valuation by the Local Approving Authority 9/12/16 Inspe t 's Signature Date The em 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. t5ins-3/13 Title 5 Official Inspection Form:Subsurface Sewage Disposal System-Page 1 of 17 Commonwealth of Masisachusetts H Title 5 Official Inspection Form Subsurface Sewage Disposal System Form -Not for Voluntary Assessments 25.1 N es Neck Road Property Address Hirsch Trust Owner Owner's Name information is Centerville required for every MA 02632 9/8/2016 page. City/Town State Zip Code Date of Inspection B. Certification (Cont.) Inspection Summary: Check A,B,C,D or E/always complete all of Section D A) System Passes: ❑ I have not found any information which indicates that any of the failure criteria described in 310 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. 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 ❑ N ❑ ND(Explain below): (Sins•3/13 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 251 N es Neck Road Property Address Hirsch Trust Owner Owner's Name information is required for every Centerville MA 02632 9/8/2016 page. CityrTown State Zip Code Date of Inspection B. Certification (cont.) ❑ Pump Chamber pumps/alarms not operational. System will pass with Board of Health approval if pumps/alarms are repaired. B) System Conditionally Passes (cont.): ❑ 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: ❑ 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 [Sins•3/13 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 3 of 17 Commonwealth of Massachusetts a - Title 5 Official Inspection Form Subsurface Sewage Disposal System Form - Not for Voluntary Assessments 251 N es Neck Road Property Address Hirsch Trust Owner Owner's Name information is required for every Centerville MA 02632 9/8/2016 page. City/Town 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: measured approximately 90' **This system asses if the w Y p well water analyses, 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: One of the leach pits seems to be under the driveway D) System Failure Criteria Applicable to All Systems: You must indicate "Yes" or"No"to each of the following for all inspections: Yes No ❑ ® Backup of sewage into facility or system component due to overloaded or clogged SAS or cesspool ❑ ® Discharge or ponding of effluent to the surface of the ground or surface waters due to an overloaded or clogged SAS or cesspool ❑ ® Static liquid level in the distribution box above outlet invert due to an overloaded or clogged SAS or cesspool ❑ ® Liquid depth in cesspool is less than 6" below invert or available volume is less than 1/2 day flow l5ins•3/13 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 4 of 17 J, Commonwealth of Massachusetts t . Title 5 Official Inspection Form Subsurface Sewage Disposal System Form - Not for Voluntary Assessments 251 Nyes Neck Road Property Address Hirsch Trust Owner Owner's Name information is required for every Centerville MA 02632 9/8/2016 page. Cityfrown State Zip Code Date of Inspection B. Certification (cont.) Yes No ❑ ® Required pumping more than 4 times in the last year NOT due to clogged or obstructed pipe(s). Number of times pumped: ❑ ® Any portion of the SAS, cesspool or privy is below high ground water elevation. ❑ ® Any portion of cesspool or privy is within 100 feet of a surface water supply or tributary to a surface water supply. ❑ ® Any portion of a cesspool or privy is within a Zone 1 of a public well. ❑ ® Any portion of a cesspool or privy is within 50 feet of a private water supply well. ❑ ® Any portion of a cesspool or privy is less than 100 feet but greater than 50 feet from a private water supply well with no acceptable water quality analysis. [This system passes if the well water analysis, performed at a DEP certified laboratory,for fecal coliform bacteria indicates absent and the presence of ammonia nitrogen and nitrate nitrogen is equal to or less than 5 ppm, provided that no other failure criteria are triggered. A copy of the analysis and chain of custody must be attached to this form.] ❑ ® The system is a cesspool serving a facility with a design flow of 2000gpd- 10,000gpd. ❑ ® The system fails. I have determined that one or more of the above failure criteria exist as described in 310 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. 151ns-3113 Title 5 Official Inspection Form:Subsurface Sewage Disposal System-Page 5 of 17 Commonwealth of Massachusetts W Title 5 Official Inspection Fora' Subsurface Sewage Disposal System Form -Not for Voluntary Assessments 251 Nyes Neck Road Property Address Hirsch Trust Owner Owner's Name information is required for every Centerville MA 02632 9/8/2016 page. City/Town State Zip Code Date of Inspection C. Checklist Check if the following have been done. You must indicate "yes" or"no" as to each of the following: Yes No ® ❑ Pumping information was provided by the owner, occupant, or Board of Health ❑ ® Were any of the system components pumped out in the previous two weeks? ❑ ® Has the system received normal flows in the previous two week period? ❑ ® Have large volumes of water been introduced to the system recently or as part of this inspection? ❑ ® Were as built plans of the system obtained and examined? (If they were not available note as N/A) ❑ ® Was the facility or dwelling inspected for signs of sewage back up? ® ❑ Was the site inspected for signs of break out? ® ❑ Were all system components, excluding the SAS, located on site? ® ❑ Were the septic tank manholes uncovered, opened, and the interior of the tank inspected for the condition of the baffles or tees, material of construction, dimensions, depth of liquid, depth of sludge and depth of scum? ❑ ® Was the facility owner(and occupants if different from owner) provided with information on the proper maintenance of subsurface sewage disposal systems? The size and location of the Soil Absorption System (SAS) on the site has been determined based on: ® ❑ Existing information. For example, a plan at the Board of Health. ® ❑ Determined in the field (if any of the failure criteria related to Part C is at issue approximation of distance is unacceptable) [310 CMR 15.302(5)] D. System Information Residential Flow Conditions: Number of bedrooms (design): n/a Number of bedrooms (acCal): DESIGN flow based on 310 CMR 15.203(for example: 110gpdx#ofbedroo l5ins-3/13 Title 5 Official Inspection Form:Subsurface Sewage Disposal System-Page 6 of 17 Commonwealth of Massachusetts W Title 5 Official Inspection Form Subsurface Sewage Disposal System Form -Not for Voluntary Assessments M a 251 Nyes Neck Road Property Address Hirsch Trust Owner Owner's Name information Is required for every Centerville MA 02632 9/8/2016 page. CityrTown State Zip Code Date of Inspection D. System Information Description: Number of current residents: 0 Does residence have a garbage grinder? ❑ Yes ® No Is laundry on a separate sewage system? (Include laundry system inspection El Yes ® No information in this report.) Laundry system inspected? ❑ Yes ® No Seasonal use? ❑ Yes ® No Water meter readings, if available(last 2 years usage (gpd)): Detail: private well Sump pump? ❑ Yes ® No Last date of occupancy: unknown 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•3/13 Title 5 Official Inspection Form:Subsurface Sewage Disposal System-Page 7 of 17 Commonwealth of Massachusetts t Title 5 Official Inspection Form Subsurface Sewage Disposal System Form - Not for Voluntary Assessments a .'r 251 Nyes Neck Road Property Address Hirsch Trust Owner Owner's Name information is required for every Centerville MA 02632 9/8/2016 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: unknow Was system pumped as part of the inspection? ❑ Yes ® No If yes, volume pumped: gallons How was quantity pumped determined? Reason for pumping: Type of System: ® Septic tank, distribution box, soil absorption system ❑ Single cesspool ❑ Overflow cesspool ❑ Privy ❑ Shared system (yes or no) (if yes, attach previous inspection records, if any) ❑ Innovative/Alternative technology. Attach a copy of the current operation and maintenance contract(to be obtained from system owner) 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): l5ins•3/13 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page S of 17 I Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form - Not for Voluntary Assessments 251 Nyes Neck Road Property Address Hirsch Trust Owner Owner's Name information is required for every Centerville MA 02632 9/8/2016 page. City/Town State Zip Code Date of Inspection D. System Information (cont.) Approximate age of all components, date installed (if known)and source of information: system installed -7/26/76 Were sewage odors detected when arriving at the site? ❑ Yes ® No Building Sewer(locate on site plan): Depth below grade: feet Material of construction: ❑ cast iron ® 40 PVC ❑ other (explain): Distance from private water supply well or suction line: feet Comments (on condition of joints, venting, evidence of leakage, etc.): Septic Tank(locate on site plan): Depth below grade: 12 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: 2 - 1000 gal.? Sludge depth: 1 !Sins-3/13 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 9 of 17 1 Commonwealth of Massachusetts r _ Title 5 Official Inspection Form Subsurface Sewage Disposal System Form - Not for Voluntary Assessments 251 Nyes Neck Road Property Address Hirsch Trust Owner Owner's Name information is required for every Centerville MA 02632 9/8/2016 page. Cityfrown 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 24 Scum thickness 1 Distance from top of scum to top of outlet tee or baffle 4 Distance from bottom of scum to bottom of outlet tee or baffle 15 How were dimensions determined? measure Comments (on pumping recommendations, inlet and outlet tee or baffle condition, structural integrity, liquid levels as related to outlet invert, evidence of leakage, etc.): There are 2 septic tanks on this system, One for this property and one from #247. Both approximately 1000 gal. with covers to grade. The one for#247 has roots inside all around the inlet and outlet pipes, recommend removing. Grease Trap (locate on site plan): Depth below grade: n/a feet Material of construction: ❑ concrete ❑ metal ❑fiberglass ❑ polyethylene El 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-3113 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 251 Nyes Neck Road Property Address Hirsch Trust Owner Owner's Name information is required for every Centerville MA 02632 9/8/2016 page. City/Town State Zip Code Date of Inspection D. System Information (cont.) Comments (on pumping recommendations, inlet and outlet tee or baffle condition, structural integrity, liquid levels as related to outlet invert, evidence of leakage, etc.): 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): N/a Dimensions: Capacity: gallons Design Flow: gallons per day Alarm present: ❑ Yes ❑ No Alarm level: Alarm in working order: ❑ Yes ❑ No Date of last pumping: Date Comments (condition of alarm and float switches, etc.): Attach copy of current pumping contract(required). Is copy attached? ❑ Yes ❑ No l5ins•3/13 Title 5 Official Inspection Form:Subsurface Sewage Disposal System-Page 11 of 17 I Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form - Not for Voluntary Assessments a, `~ 251 Nyes Neck Road Property Address Hirsch Trust Owner Owner's Name information is required for every Centerville MA 02632 9/8/2016 page. City/Town 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 dry 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.): The D-box was dry, no water has been in it for some time.The cover was brought up to grade. Pump Chamber(locate on site plan): Pumps in working order: ® Yes ❑ No' Alarms in working order: ® Yes ❑ No' Comments (note condition of pump chamber, condition of pumps and appurtenances, etc.): When the pump was cycled it takes a long time to pump out, seems do to the 2" line goes into a 4" line, a camera was used. Steel covers were to grade If pumps or alarms are not in working order, system is a conditional pass. Soil Absorption System (SAS) (locate on site plan, excavation not required): If SAS not located, explain why: t5ins•3/13 Title 5 Official Inspection Form:Subsurface Sewage Disposal System-Page 12 of 17 Commonwealth of Massachusetts u Title 5 Official Inspection Form Subsurface Sewage Disposal System Form - Not for Voluntary Assessments ''° ,a •'� 251 Nyes Neck Road Property Address Hirsch Trust Owner Owner's Name information is required for every Centerville MA 02632 9/8/2016 page. Cityrrown State Zip Code Date of Inspection D. System Information (cont.) Type: ® leaching pits number: 5- 1000 gal. ❑ 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.): The first pit had 4' of water, the remaning 4 pits were all dry and clean. There was no sign of failure. The last pit seems to be under the asphalt driveway, it would need a heavy top installed to make H- 20. A camera was used.The bottom to grade was 9'. Cesspools (cesspool must be pumped as part of inspection) (locate on site plan): Number and configuration Depth—top of liquid to inlet invert Depth of solids layer Depth of scum layer Dimensions of cesspool Materials of construction i Indication of groundwater inflow ❑ Yes ❑ No l5ins•3/13 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 ., 251 Nyes Neck Road Property Address Hirsch Trust Owner Owner's Name information is required for every Centerville MA 02632 9/8/2016 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.): 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.): N/a l5ins-3/13 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 14 of 17 Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form -Not for Voluntary Assessments 251 Nyes Neck Road Property Address Hirsch Trust Owner Owner's Name information is Centerville MA 02632 9/8/2016 required for every page. City/Town State Zip Code Date of Inspection D. System Information (cont.) Sketch Of Sewage Disposal System: Provide a view 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. Check one of the boxes below: ® hand-sketch in the area below ❑ drawing attached separately Wa I O m • t C'"brl 1 o %(A40- t5ins-3/13 Title 5 Official Inspection Form:Subsurface Sewage Disposal System-Page 15 of 17 I • Commonwealth of Massachusetts W Title 5 Official Inspection Form Subsurface Sewage Disposal System Form - Not for Voluntary Assessments 251 Nyes Neck Road Property Address Hirsch Trust Owner Owner's Name information is required for every Centerville MA 02632 9/8/2016 page. Cityrrown State Zip Code Date of Inspection D. System Information (cont.) Sketch Of Sewage Disposal System: Provide a view 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. Check one of the boxes below: ® hand-sketch in the area below ❑ drawing attached separately Ole Prom Dunn P -re Weil (3 GArA Q- \ O . , I,, A - q 6 i 3s iI p 3 as 1� 3 o y 3y ay Dy . writ I S 2•S a� y3 y S o 'plrtJ�,WA l5ins•3/13 Title 5 Ofriciat Inspection Form:Subsurface Sewage Disposal System•Page 15 of 17 . � Commonwealth of Massachusetts ' Title 5 Official Inspection Form Subsurface Sewage Disposal System Form - Not for Voluntary Assessments ''��M a.•'r 251 Nyes Neck Road Property Address Hirsch Trust Owner Owner's Name information is required for every Centerville MA 02632 9/8/2016 page. Cityrrown State Zip Code Date of Inspection D. System Information (cont.) Site Exam: ❑ Check Slope ❑ Surface water ❑ Check cellar ❑ Shallow wells Estimated depth to high ground water: 17'+/- 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: Topo and water contours map. ❑ Checked with local excavators, installers -(attach documentation) ❑ Accessed USGS database -explain: You must describ h blished the high ground water elevation: (: usin lake elevation and to o contours Before filing this Inspection Report, please see Report Completeness Checklist on next page. t5ins•3113 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 16 of 17 i •• Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form -Not for Voluntary Assessments 251 Nyes Neck Road Property Address Hirsch Trust Owner Owner's Name information is required for every Centerville MA 02632 9/8/2016 page. City/Town 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 t5ins-3/13 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 17 of 17 1 CERTIFICATE OF ANALYSIS Page. 1 of I Barnstable County Health Laboratory (M-MA009) - 'sr,cF,�:s Report Prepared For: Report Dated: 8/1612016 David Hirsch Hirsch Order No.: G1695361 PO Box 702 Centerville, MA 02632 -- -- _.. .. ..... - - _ -- - -- - ---� Laboratory ID#: 1695361-01 Description: Water-Drinking Water Sample#: Sample Location: 251 Nyes Neal Rd. Collected: 07/29/2016 Collected by: Customer Received: 07/29/2016 ' Routine ITEM RESULT UNITS RL MCL METHOD# ANALYST TESTED NOTE Nitrate as Nitrogen ND mg/L 0.10 10 EPA 300.0 LAP 7/29/2016 Copper ND mg/L 0.10 1.3 SM 31118 LAP 7/29/2016 Iron ND mg/L 0.10 0.3 SM 3111B LAP 7/29/2016 pH 7.4 PH AT 25C NA 6.5-8.5 SM 4500-H-B DCB 7129/2016 Sodium 45 mg/L 2.5 20 SM 3111E LAP 7/29/2016 Total Coliform 0 /100ML 0 0 SM 9222E RG 7/29/2016 Conductance 240 umohs/cm 2.0 EPA 120.1 DCB 7/29/2016 Sodium Level is above the rnaxium contaminant level. Those on a low sodium diet may wish to consult a physician. I Attached please find the laboratory certified parameter list, Approved By: - (Lab Director) e-lz . NO=None Detected RL = Reporting Limit MCL=Maximum Contaminant Level 3195 Main Street, P0. Box 427, Barnstable, MA 02630 Ph: 508.375.6605 / J McKean, Thomas From: John O'Dea <john@sullivanengin.com> Sent: Friday, October 14, 2016 3:46 PM To: McKean, Thomas Subject: Nyes Neck Attachments: 251 NyesNeckDraftEasementPlan101416.pdf Thomas—As discussed, please find attached a draft plan for the septic easement that we provided to the attorney this afternoon. J John O'Dea, P.E. Sullivan Engineering& Consulting, Inc P.O. Box 659 Osterville, MA 02655 508-428-3344 508-428-9617 (fax) 1 I r i Hym H I uJ Rwer nwt 0 a 44 1 u oewa.0 Hiaa.r.. 2 t .If n.eumv Jvs] her g. wtfo &Rr%r .� ON/Mg it 4 fetrya ea Ovwl Al— A Sdwnm /R{] / \ D e/I ,ty r seytk C IsfY.II Pe ft C ]6-JI O n ® Q � a CD a -k.n �3o >, \w ar r `\a iD�q c `l�➢ cu CO e� a G Hiad�FanIY A �wG A PLAN VIEW SCALE: 1 60' •�' �,y � a tee,. 0 30 60 12( 6 Ni, Easement NA mrn'+"F level Il�o J R M J fig rivrt IM1emee owwK n TLE: PREPARED FOR: PREPARED BY.• NOTES: Easement Plan Hirsch / Alperin Engineering& AT Neck Rood SuffivanConsultingInc 235 251 Nyes /�/�/�cc ;amstable(Centerville) /YIAJJ. (Parke flood, O4 PO Box 659 7 Parker Road, Osterville MA 02655 seci@sullivanengin.com www.sullivanengin.com ;ALE: DATE: 1" = 60' October 14 2016 No. r�vl Fee �{ S • �O BOARD OF HEALTH TOWN OF BARNSTABLE 2pplication 'or Derr Con5truction 30ermit V Application is hereby made for a permit to Construct(v , Alter( ), or Repair( ) an individual well at: �7 ) yes YUCe-K RDA J D3a coo S _�• Location-Address Assessors Map and Parcel S� a•�n,L,i T�us� /a3 �/ a Sr. r��o����k C- n Owner / Address` 1/Crytirrj SCuaAot /� /O 10Ct 1,2<3 /�� /NGtSh�eu MA Installer-Driller Address Type of Building Dwelling t/ Other-Type of Building No. of Persons Type of Well q" Po C- Capacity Purpose of Well 0 o AAcs` L am l e Agreement: The undersigned agrees to install the afore described individual well in accordance with the provisions of the Town of Barnstable Board of Health Private Well Protection Regulation-The undersigned further agrees not to place the well in operation until a Certificate of Co plia e has been issued by the Board of Health. Signed Ics "b� Date Application Approved By l ae Application Disapproved for the following reasons: Date Permit No. Issued ate BOARD OF HEALTH TOWN OF BARNSTABLE Certificate of Compliance THIS IS TO CERTIFY,that the individual well Constructed(vr, Altered( ), or Repaired( ) by i5eN'1+r i .SGu k\.)^,e// Installer at ry e.t_(C ►e� Ce..,f��t>[�/e /t11� has been installed in accordance with the provisions of the Town of Barnsta 1 d f H I ivate Well Protection Regulation as described in the application for Well Construction Permit No. ated THE ISSUANCE OF THIS CERTIFICATE SHALL NOT BE CONSTRUED AS A GUARANTEE THAT THE WELL SYSTEM WILL FUNCTION SATISFACTORILY. Date Inspector j No. I/' a�yl ` v�o �6 Fee q BOARD OFsHEALTH TOWN OF BARNSTABLE ZlppYication jfor Yell Cou.5truction Permit Application is hereby made for a permit to Construct(✓j, Alter( ), or Repair( ) an individual well at: Location-Address Assessors Map and Parcel N 1 f c I 'C I /J n C17 /� cJ Owner Address �C✓Vi' r SC/.nJAie ICJ lGl� /l J MI—,SH/ r1c /t�(l Go1G Installer-Driller Address Type of Building Dwelling Other-Type of Building No. of Persons IYpe of Well q ` w c Capacity Purpose of Well C)rU c-�Sl L Agreement: The undersigned agrees to install the afore described individual well in accordance with the provisions of the Town of Barnstable Board of Health Private Well Protection Regulation-The undersigned further agrees not to place the well in operation until a Certificate of Co plia a has been issued by the Board of Health. Signed , /,� ,b C , l Date J Application Approved By / Date Application Disapproved'for the following reasons: Date Permit No. Issued Date BOARD OF HEALTH TOWN OF BARNSTABLE Certificate of Compliance THIS IS TO CERTIFY,that the individual well Constructed Altered( ), or Repaired( ) -by ✓vn. Installer at D S t' YU \/cS VV e C..�C �1 l P•�.�C CJ!/lC' /W/{ has been installed in accordance with the provisions of the Town of Barnsta 1 rd f He Alt Nate Well Protection Regulation as described in the application for Well Construction Permit No. Dated r THE ISSUANCE OF THIS CERTIFICATE SHALL NOT BE CONSTRUED AS A.GUARANTEE THAT THE WELL SYSTEM WILL FUNCTION SATISFACTORILY. ~ Date Inspector BOARD OF HEALTH TOWN OF BARNSTABLE oor ell Cou.5truction Permit No. Fee { Permission is hereby granted to n e VU/S S Lu k.)ru Installer to Construct(-4, Alter( ), or Repair( an individual well at: No. 0,)e L c c. /c�/A- Street as shown on the ap licatio� for a Well Construction Permit No. (/�/// Dated Date 5 Approved Bylie - AsBuilt Page 1 of 1 c f,OCQTlO�1 5EW&cAE PERMIT UO. VtLI_pGE -7� - 3)O I—W5TQLLER*S ►.f&ME ADDRESS � . s - - - - - - - - - — ._ � — _ �� BUILD 5 Q& .AF— � /ADDRESS .� 'a)-p DOTE PERtAl-T 155UED DATE COMPLIbJAC-E ISSUEc) : - f AA,1,7 ,'1' � s k 1 tom, 7� f c C11 - 9// K�l�- g t a IM1 W �3 a s p c 4N eve 7s ' c � rs http://issgl2/intranet/propdata/prebuilt.aspx?mappar=232005&seq=1 9/13/2016 ENVIROTECH LABORATORIES,INC. MA CERT.NO.:M-MA 063 8 Jon Sebastian Drive Unit 12 Sandidelt,MA 02563 (508)888-6460 1-800-339-6460 FAX(508)888-6446 Client Name Diversified Drilling Location 251 Nyes Neck Rd Address 108 DeGrass Rd Barnstable,MA Mashpee,MA 02649 Sample Date 10/07/16 Collected By DS Sample Time Sample Type Well Date Received 10/07/16 Lab Order Number DW-163819 Well Specs Z ocatlop;Saurce Mate Cptlectell;° Tittle Colieled Cot:ittentc Analysis Requested Units Reconlntended Lit»its Analysis Result Afet/tor! IDateAnalyzeillAnalyzedBy Total Coliform CFUl100mL 0 0 SM9222B 10/17/2006 RS _............._.. ................._.....-................ pH pH units 6.5-8.5 5,87 SM 4500-H-B 10f7/2016 LL _._ .. _.......... . .. ... __ ... Specific Conductances umhos/cm 500 158 EPA 120.1 10/7/2016 LL _.. ..__....._.._................................ ._... _.__..... _..._.._..._.._.......... Nitrite-N mg/L 1.00 <0,006 EPA 300.0 10/7/2016 LL _......... 9 ............- . . Nitrate-N m /L 10.0 0.10 EPA 300.0 10/7/2016 LL Sodium mg/L 20.0 21.1 EPA 200.7 10/7/2016 MC Total lronn mg/L 0.3 .... __._... . . Manganesen mg/L 0.05 0.007 EPA 200.7 10/7/2016 MC _............... .... . .................. ._._...... Volatile Organic Compounds` ug/L See comment. See attached* EPA 524.2 10M2/2016 NEC* _................. . .................... _... . Comments. Sodium level is not a health hazard. Low pH indicates high corrosive characteristics. *Trace to low levels of chloroform are occasionally detected in ground water in coastline areas. Water meets EPA standards and is suitable for drinking for parameters tested. Date 10/12/2016 _. ....__...-_._...._......... . Ronald J.Saari Laboratory Direct - i f i i i i f i BRL-Beloit Reportable Limits *See Attached Page 1 of 1 cCert{Prcation is not mailable for this anah-te for non porable water samples,. . . If I I 1 New England ChromaChem 6 Nichols Street Salem,MA 01970 978-744.6600 Massachusetts PEP Lab.M-MA072 Sample Information EPA Method 524.2 Rev 4.1 Volatile Organic Compounds In Water Lab ID: 610101 Client: Enairotech Laboratory,Inc. Client ID: DW-163819 State: Liquid Date Sampled: 10/07/16 Date Received: 10/12/16 Date Analyzed: 110112116 q� - -- - Regulated VOC's Results ug/L (ugIL) Unregulated VOC's Results u !L Benzene NO 5 Acetone 175 Carbon Tetrachloride NO 5 Bromobenzene NO 11-Dlchioroethene NO 7 Bromochioromethene NO 12-Dichioroethane NO 5 Bromodichloromethane NO 12-Dichforobenzene NO 600 Bromoform NO 1,4-Dichforobenzene NO 5 Bromomethane NO Trichloroethene NO 5 2-Butanone 241 1 1 1-Trichloroethane NO 200 N-But (benzene NO Vinyl Chloride NO 2 Soc-Butylbenzene NO Chlorobenzene NO 100 Tert-Butyibenzens NO cis-12-dichloroethene NO 70 Chloroethane ND trans-l2-dichioroethene ND 100 Chloroform 1.28 1,2-Dichloro ro ane NO 5 Chtoromethane NO Ethythenzene NO 700 2-Chlorotoluene NO Styrene NO 100 4-Chlorotoluene NO Tetrachloroethene NO 5 Dibromochloromethane NO Toluene IND 1 1000 1 1 2-Dlbromo-3-Chloro ro ane NO X ones otal NO 10000 12-Dibromoethane NO Methylene Chloride NO 5 Dibromomethane NO 124-Ticchoorobenzene NO 70 1,3-DIchlorobenzene NO 1,1,2-Trichloroethans NO 5 Dichlorodifluoromethane NO 1,1-Dichloroethane NO 1,3-Dichioro ro ane NO 2 2-Dichioro ro ane NO 1 1-Dichloro ro ene NO i Hexachlorobutadiene NO Iso ro benzene NO t P-1sopropyltoluene NO Methyl-tert-butyll ether NO Naphthalene NO N-Propylbenzene NO 1112-Tetrachloroethene NO 1,122-Tetrachloroethene NO 12,3-Trichlorobenzene NO Tdchtorofluoromethane NO 1,2 3-Tdchioro ro ane NO 12,4-Trimeth benzene NO 11,3,15-TrImethylbenzene ND Method Detection Limit=0.5 u t. I Recoveries of tnternal Standards %u Benzene-d6 97 4-Bromofluorobenzene jiO3 MCL TTHM's=80 uglL 1,2-Dichlorobenzene-d4 108 Method Detection Limit=0.5 ug/L Analysis performed per 310CMR42 Electronically signed and approved by Mr.Bruce A.Bornstein,Lab Director Date: 10/12/2016 k t x J _ °✓' 'jSJ/�J�/``jam. � 1 ! y o f ' 3 r + oe � M E Buffer Zone Calculations Area Calculations Legend: _ r✓ OVERLAY DISTRICT: _�_ __ ,Existing Upland Lot Area = 45,516 S.F. - rie '_ r ' ' 0-50' = 101 SF (Building) GP — Groundwater Protection District R ( •4 ~island �� '- 493 SF (Deck) Proposed Lot Coverage = 4,089 S.F. (97) FLOOD ZONE: Deciduous Tree �J Nyes I 176 SF (Walk & Walls) Includes Proposed Building, Porches, Deck, �t , '• ' ' ' � Pd- Zone X & X(0.2%hance)770 SF (Total) and Existing Garage. FEMA Map ZONE: #25001CO562J + Coniferous Tree ittl"P ! , Proposed Gross Habitable Floor Area = 5,796 S.F. (1311o) July 16, 2014 e D-1 R •\ f Includes Basement & Garage 0-50' = 10 SF (Building) g L0Cu's GoosetiaPry Area min. 87,120 SF RPOD 0 SF (Deck) (min.) ( ) o Cedar Tree Frontage (min) 125 t-is►atrd F f 176 SF (Walk & Walls) Width (min) no . ` 186 SF (Total) Setbacks: J Holly Tree Front 30' PtSid ,R l8 y" p 9 Existin Rear 10' � CD/DH Pt y roR L1e n • • 430 SF (Building) \ Guy ^' rent 108 SF (Deck) -& Utility Pole 428 SF (Walk & Walls) 2 966 SF (Total) \ oHw Over Head Wires `• J �s' — —35_ - -Elevation Contour •.�N ` \ #2k7 E Underground Utilities Location Ma Proposed ' o� 1st f ' Light Post . ' w ei Peri iF D ells ' 0 SMH 1"=2,000f' 50-100 = 2,100 SF (Building) � a\ qi n ,� i�\g � �,� i 789 SF ��� q i I� i ,.,�•... °` 4q ® Electric Hand Hole \ 1 1- \ Y r, �` o Irrigation Valve 208 SF (Vaalk L �.� 1 �`: i 9 3,09 7 SF (Kota) ►� 'I ; E %' , \.- ___47 ,Z� ASSESSORS REF. : Mop 232, Parcel 005 Beac\ \ Area \ �8 ! �� �p n J p m} Mitigation Required 5' o Y - p O N8 °°eN 8 1 ty w/f ,9 Aso — DIRECTIONS: (186 SF — 770 SF) X 4 � —�',336 S� ( �22� � u, 626 , Garage 64°0-'. o From Hyannis take Route 132 towards (3,097 SF — 2,966 SF) X \= 393 SF\' PH tlsne�ia9e y�x I ,` 7 Centerville / Barnstable; Take a left onto v m ' 3 Huckins Neck Road, and a right onto Total Required = —1 943 SF \. i 3'''I L°Wr' `< u� $' Pleasant Pines Avenue; As road bears right, 9 Sand v take a left onto N es Neck Rood — Follow Total Provided = -- SF t ;' l �� o o I11 I Slab E"45.5' 11 4v, �..•.. C. / I I _ _ __ __... HIRSCH signs to #251. Edvo of Wobr(03/SEP/15) >! fir# , II x `� 32.2'(NAVD'88) '•, I t i.' , 6 I. � � • w 32x3 I e ..t 4 X / `So° 00 / >51 .. 180.5' o F o � / 1 1 s fy w/f Wz. t 1 --Ao Dwellin .V 4 ti9 ``� ° o � - f el Are T6 Edge5 0' f Luke v m r o. 516±SF °o Lawn m 0 O � ` o \° Lawn QJ D P 'EDGE 00' DR• R .......,.,LLS F q AL O NOF........... J \ �...................... . ' Q 6 ec \ l � Y w Meto�P , , � \ , ) Lawn 1.......3 .9' Edge of Water(03 EP/15) _ � •"• n. 2 � ...._. I. ......,.�. .. /iA EI=33.f'(NGW'29)= �� r` t CN \Y *.• W .... 22f ... .. ... " S71'10'OD"W 32.2'(NAVD'88 . .......... .. C �... .. •.3.... . ,;..,...................... x) rn •; , i >� J ' by Plan 243/43 -4 \ ........ i ,r U - -----_ / 296.22' D \. �. t • � S 18 79' rO O0 D / -�� D 108.43' FBd H . Easement _ 9f Thomas J Rooney Living Trust 72Oy — S66 37'48"W 164.15' o n a �D a Thomas J Rooney, Tr cb c N / / REV.: Relocate Proposed Dwelling 18' Landward 9106116 4 TI TL F.• Site Plan PREPARED BY: PREPARED FOR: NO TES: Proposed Improvements CapeSury 1. The property line information The Hirsch Famlly Irrevocable Trust ) P P y o motion shown was Engineering compiled from available record information. AtSullivan Consultin Inc. 23 West Bay RM Suite c 123 Pratt Street F g. Ostervil4 - 02655 p 2.) The topographic information was obtained 251 Nyes Neck Road t508"��" ro�e;s9 7rerk..rm.e'o.t.rvllls,MAozsss (508) 420-3994 / 420-3995fox Providence, RI 02906 secl&ulllvenengln.com•w .sulllvenengln.com www.copesurv.cornfrom an on the ground survey performed on or between 24/MAY/06 and 08/SEP/15. �L Bamstable (Centerville) Mass. - - ---- - Draft: SOD Field: WHK/KAR 20 3.) The datum used is NA VD 88, a fixed mean DATE: 0 ,0 20 ao 8o sea level datum (Lake Elevation). December 12, 201,5 �l SCALE: Review: JOD Comp/Draft/Review: RRL/KAR ) 1 "=20� Project #• 26020 Drawing # C676_1G1 ex1 OCT 11'16 Pm12=42 Buffer Zone Calculations Area Calculations OVERLAY DISTRICT: Legend: � Existing Upland Lot Area = 45,516 S.F. GP — Groundwater Protection District ~ 0-50 = 101 SF (Building) s 493 SF (Deck) Proposed Lot Coverage = 4,089 S.F. (9%) FLOOD ZONE: :z Deciduous Tree ; 176 SF Walk & Walls Includes Proposed Building, Porches, Deck, ( ) ( ) Zone X & X 0.2%hance , 0 770 SF (Total) and Existing Garage, FEMA Map N-3S frr k e jb'1" gr I #25001C0562J ZONE: + Coniferous Tree Gross Habitable Floor Area = 5,796 S.F, 13% - Proposed ( ) July 16, 2014 RD-1 0-50' = 10 SF (Building) Includes Basement & Garage ; �. ( g) Area (min.) 87,120 SF (RPOD) a Cedar Tree 0 SF (Deck) Frontage (min) 125' � kg 176 SF (Walk & Walls) Width (min) no •a � 3 �- 186 SF (Total) Setbacks: Fron t 30' y Holl Tree �� �fr' ` Side 10' + g Rear 10' ElCB/DH 50-1�00' .® 2,430 SF' (Bu ll dlr�9) �• � Existin 108 SF (Deck) �. buy -0- Utility Pole 3t . ' `` sY°' ' ,♦ ,d r d� x , ,r roa°n \ oHw - Over Head Wires . ; r , x 428 SF (Walk & Walls) 2 966 SF Total - - 5- -- -Elevation Contour � Y• (Total) \ / �' J E Underground Utilities ocati\ Location on Mao: 1 ! L#2�7 ; l' Light Post Proposed 1 oa� q, �iF 1sty A/f {,J % I / OO SMH 1»=2,000f' 50-100 = 2,100 SF (Bu�lding) ' tom'„ \ ver/n ✓uqe Dwelllrt�9 I J.� - I{ ' 48 'kz ® Electric Hand Hole 789 SF m0/7I,IJlY er'� k o Irrigation Valve } y ► I \ g ASSESSORS REF.: 208 SF (VKplk i _.- 3,097 SF 1otad '� / �; __,.. Mop 232, Parcel 005 Beach \ Area 1 /VBg. �`; �1......... n " PROW NBy. Mitigation Required i O00"/ " 1st w f Ex. Septic H-20 AB o DIRECTIONS: (186 SF — 770 SF) X 4 A — ,336 S �2 v, es, y / �6� .._. __._ �' i ,� Garage Permit o0' From Hyannis take Route 132 towards n i i 7 -31 Centerville / Barnstable; Take a left onto �6 (3,097 SF — 2,966 SF) X 3\_ `393 SF\ sheaa9e ( ji Huckins Neck Road, and a right onto ,, 1 j �� 8'A Top of Pit El. 47.03 NGVD Total Required = —1 943 SF `. ) s; L6wn P 455` 4x Bottom Pit te�rELE34.80NGVD Pleasant Pines Avenue; AS road bears right, sand 3 11 y. Slab EI= (Pe T.O.B. Standard) take a left onto Nyes Neck Road — Follow �J�. HIRSCH signs to 251. Total Provided = -- SF i I\ d epar tion = 6.2't g Edge of Water(03/SEP/15) 71, , E1=33.1'i(NGVD'29)= I 'i` 1 '•%� [ e 1 I�._. 32.2'(NAVD'88) . Y s�20 - /' _'- — `' / X' _ S RSA - A \ O of V i I -- a x` 180.5' 00, J L ( � �• $ 9 o Dt �l'lirl o a� jog, Parcel Area T Edge f ake �++ _D 4' ti o i o 50' 100' , ' � • _4 Y 45,5 6+SF o o f a i oo. w 03 VI Lawn 4 r I y • rn j f a o `O Lawn 0w' P 0 6D 0 x D P (EDGE I 01 OR .WELLS FCl R ALL RO RUpRop o NOF,F.. . ........J 1 , j t ' ,t � r , gss P e� \ �� ( Law, OF M i ✓ i WELL �CP 9 toy 1 t %} " tt I Me •.. ._ . .. . ..: ,.. il... . . ;.Viz' . .. .... 0 `SJOHN s� Edge of Water(03 EP/15) 2 t � ... .. S71.10'00 W........ . . ...... .. . . .... . I D y E1=33.1'NGVD'29 ' \ 5` 322f �. .,�. .. ... .... ... .... .. .... ... .. U (:i 32.2'(NAVD'88) e - y Cr1 p`.5 Q) t Plan .... by x I ...._ 10 K, ^�.�b8168 i •, ..... � � 243/43 �� i ` 1 H 187.79' I]. s, , , O Dl_. ,� \ CB/DH 230 1, H �o Easement — ., 108.43' Fnd N8 sf . —`SOH D 9f' N/F 3j2 ° S66'37 4' 8"W 164.15' a O — O Thomas J Rooney Living Trust �---- n n Thomas J Rooney, Tr t1" / P � `ll Update Septic & Well 101061161 z / REV.: Relocate Proposed Dwelling 18' Landward 1091061161 / g TITLE.• Site Plan PREPARED BY: PREPARED FOR: NOTES: Proposed Improvements CapeSUry The Hirsch Famil Irrev le TrUSt 1.) The property line information shown was = 1" p y OCab compiled from available record information. FTI Engineering& 123 Pratt Street AtSullivancon.ulting'In., 23 wOst rvvilleRMAS02655 y / Providence RI 02906 2.) The topographic information was obtained t��•�•P.0.Boot 659•7 PeAwr rmsa,osterAN,Mn ozsss 508 420-3994 420-3995 fax 251 Nyes Neck Road awlQsulltanwon.com•wwwaunWeno4n.com www.copesurv.com from w on the ground survey performed on —` or between 24/MAY/06 and 08/SEP/15. Bamstable (Cen tervllle' MaSS. 13,) The datum used is NAVO '88, a fixed moan _T] Draft. JOD Field. WHK/KAR 20 0 10 20 40 80 sea level datum (Lake Elevation). rj DATE: E: Review: JOD Comp/Draft/Review: RRL/KAR December 12 2015 1 "=20' � SCAL Project ,�: 26020 . Drawing # C676_1G1 ex1 , OVERLAY ,DISTRICT: Le end: Dgy` GP - Groundwa,er Protection District � Iffd • Deciduous Tree . p _ t FLOOD ZONE: } Zone X & X(0.211.chonce) FEMA Map ZONE: + Coniferous Tree #25001CO562J • Jul RD-1 y 16, 2014 Area (min.) 87,120 SF (RPOD) a Cedar Tree Fron toge (m'n) 125' , •�- Width (min) na ° ,>t 6 - Setbacks: Holly Tree y.. Fron t 30' a> Side 10' ' Rear 10' El CB/DH •' .l ,t i , 4 C u y Utility Pole \ oHw Over Head Wires \ —35- — - Elevation Contour - \ Underground Utilities #27 I ' Light Post Location Map. 1 sty A/f (s SMH 1»=2,000±' Q \ A�periq &✓u� Dwellir\g 48k 'xz o Electric Hand Hole eA sa�omorl \ o Irrigation Valve REF: v: ASSESSORS REF �p Map 232, Parcel 005 ati 1 ( ,I p0 p + �, \ N8 Lawn 46 a� 8 DIRECTIONS: \ Beach u DO,E 1 1 s t y w1 f 164 O J.: _..._...... Area P U�5LU 22f, i r �� i Garage 00' From Hyannis take Route 132 towards n , Centerville Barnstable; Take a left onto storage AL & T S v 1 i f y 1t, .__ RL 0 D *� Huckins Neck Road, and a right onto \ sand sned 1 " F. L6wn ' ax3 Pleasant Pines Avenue; As road bears right, EI,45.5' x take a left onto Nyes Neck Road - Follow to signs HIRSCH 251. STING o p °b 9 # �K & TEP EXI - N ; t om Edge of Water(03/SEP/15) 'BE Rrr 0 E1=33.1'(NGVD•29)= S ,,; 32.2'(NAVD'88) ;I -.. ;;. 320 S o PROPOSED v ��. / PORCH t V I so oo� I (1 72 S.F.) 180.5' 00, �1 #251 i `� : �� EXISTING DWELLIN 32.(� o 9y Toe HED - Parcel Area T Edge f Lake \ 0 < 50' a2. 0 & REBUILT x aa ._ 45,5 6±SF o • N 'F o �♦ Lawn EXISTING i r I`° 1- PORCH_ � .; 0 BE REMOVE � �\ ^, o r (-69 S.F.) 4, c Lawn a6+ / --' �`---- i 0 VI D c � P EDGE i x x.: � \% Q, OR DDR WELLS FOR ALL RO RUNOFF. " Lawn` _._____........ `, �J Edge of Water(03 EP/15) \ _ .....0lk ..._ /.o.. ` ..._ _ ......1...'_.�/. _.._... .... ....... .. .. .._.. _. .... .. ..... S71 ._.... EI-33J'(NGVD'29)= `. :..�: t>; ;`U' , s, 322f' b Plan 243/43 ... .... ... ._....... ........ .. —•\ \" y 32.2'(NAVD''88S) _......._....... ... 4. .. Q W 1 �`O t� z � U / 296.22' ►�L A o \ i I _ 187.79 i �.. Fnd Easement 8.4 _ o o 103' D 9f' - N/F 3i' / S66'37 84 W 164.15' ' O — O Thomas J Rooney Living Trust �0, .\` -�— OQ n tl Thomas J Rooney, Tr o N � O Cl C (D D TITLE: Site Plan PREPARED BY.• _ PREPARED FOR: NOTES: Proposed improvements w CapeSuil The Hirsch FamilyIrrevocable Trust 1.) The property line information shown was p p En eerin & compiled from available record information. � g At SU11iWn Consulung,inc 23 wost rvileRMAs')2655 123 Pratt Street y 251 Nyes Neck Road `""aM"-P.QOw90 7Pwkw�O""1"MAOHM (508) 420-3994 / 420-3995fox Providence RI 02906 2.) The topographic information was obtained � n�•w*wAuun.�a�.*= www.copesu.v.com from on on the ground survey performed on or between 24/MAY106 and 08/SEP/15. Bamstable (Cen tervill e) Mass. Draft: JOD Field: WHK/KAR 20 3.) The datum used is NAVD '88, a fixed mean 0 10 20 40 80 sea level datum (Lake Elevation). �L DATE: E: Review: JOD Comp/Droft/Review: RRL/<AR SCAL December 12, 2015 1 "=20' Project #• 26020 Drawing # C676_1G1 ex1 Buffer Zone Calculations Area Calculations } Le end: ExistingUpland Lot Area = 45 516 S.F. OVERLAY DISTRICT. $ ^Q P GP - Groundwater Protection District " r 0-50' = 101 SF (Building) 493 SF (Deck) Proposed Lot Coverage = 4,089 S.F. (91o) FLOOD ZONE: Deciduous Tree #x. 176 SF Walk & Walls Includes Proposed Building, Porches, Deck, , ( ) Zone X & X(0.2�chance) 770 SF (Total) and Existing Garage. FEMA Map ZONE: #25001CO562J + Coniferous Tree g Proposed Gross Habitable Floor Area = 5, 796 S.F. (131%) July 16, 2014 RD-1 0-50' = 10 SF (Building) Includes Basement & Garage ' y 0 SF (Deck) Area (min.) 87,120 SF (RPOD) a Cedar Tree 176 SF Walk & Wells) Frontage (min) 125' ° ( Width (min) no , 186 SF (Total) SeFronts30' Holly Tree , „ Side 10' Existing Rear 10' 0 CB/DH � - �..i �.. °: • . ; 50-100' = 2,430 SP (Building) \ A Guy • '� 108 SF (Deck) O Utility Pole o ( ) \ Over Head •'•• 428 SF (Walk & Walls) oHw O Hd Wires \ \ ,r y_'.__,,_ f.�W :: r'�f _ _ •!11 •' _'r'� 2,966 SF (Total) — —35— — - Elevation Contour E Underground Utilities \. #2k7 i ` Light Post Location Map: Proposed ` oa� 1sty k/f �f i ' SMH 1"=2,000f' 50-100' = 2,100 SF (Building) ! tU„ \ 4�Peryn &✓u Dwellirg �,l re 48x '"z O Electric Hand Hole 789 SF \ A m0,7 y I \ yl� o Irrigation Valve ' ASSESSORS REF. 208 SF (V�lplk & 1 � �� �• � � 3,097 SF (1 otal) Map 232, Parcel 005 Beach \ � Area NBs. �; I �....•. n. ao} �89 Mitigation Required o'00. ' (� PROVID �S. E I Ex. Septic o _._.._ DIRECTIONS: 186 SF - 770 SF X 4 A -� 336 S� fas, 1sty w/f P H-20 AB ( ) \ 1 �2f' �' ,1 Garage Permit 6400• From Hyannis take Route 132 towards 7.§'31 Centerville Barnstable; Take a left onto (3,097 SF - 2,966 SF) X 3\_ '`393 SF ° ge . sn da ! i ,� Huckins Neck Road, and a right onto I 3 Top of Pit I. 4703 NGVD o L�wn i V) Q 1 ex Bottom Pit EI. 41.03 NGw Pleasant Pines Avenue; As road bears right, Total Required = -1,943 SF `. ` Sand y F a 455' x Groundw ter El. 34.80 NGVD take a left onto Nyes Neck Road - Follow 1 fop E!' (Pe T.O.B. Standard) Total Provided = -- SF I o a > 5 epar hon = 6.2'3 —__....__ u, a J /Ex�o HIRSCH signs to #251. I N Edge of Water(03/SEP/15) EI=33.1'(NGVD'29)= 32.2'(NAVD'88) x z l i \i V A _ V 1 ` x ,80.5' moo' F o s+ ( #251sty w/f � 00 �o Dwellin 9 � \ • 709. Parcel Area T Edge f ake �50' ., oo' �� ., ,-� >< ,a+$ - ._.,.;._.. 45,5 6±SF o° T, Off. m O t /�j� � 'S• I � Q Pit +,y x x /,` � , �• Lawn / ~ ry 7 a \ "A. \ . •it \ �` a A / < o \ C') , \ Z \ 0. rn .0 t by+ 0 \V ° Lawn A bI i f� �/Lf�jJ \ _ O 0 P 'EDGE \ ' \Ix I ! Q�\ OR' OR WELLS FOR 'p ; o ..... ...... ALL RO Rt1NOFF 'tX POS P`ZH OF4f4S eto�P e� l i \ I Lawn' OELL _ F S M �. ' 3 .9'... . ....... JOHN �G Edge of Water 03 EP 15 \ I ' Z _.. I ...._ ( / ) t O r o .. S71.10'00"W I O00 ' A T EI=33.1'(NGVD'29)= V 'P ,, 322f' by Plan 243/43 c� IL —+ 32.2'MAVD'88) --�. 'cs � a �/ __.. ... . ......... . .. ... ....... ...... 481 �' x \ 1 I I 1 0.... ... .. I �r � N Z 29 �. 6.22' ° f l 90�Fs fSTEP��\�c<``Q O D \. \`� 1� S 7'30'12"W ce/o©... 23 o me 187.79 SiONAI ENG 108.43' O E �y 164 15 --- / c ?1 Fnd N8...... .. .S(.'. ase o O 9f' _ N/F �1' \° S6Cb 6'37'48" O O Thomas J Rooney Living Trust 2o.,\ 3 O Thomas J Rooney, Tr ly, _ j \ Q Update Septic & Well 3 10106116 c REV.: Relocate Proposed Dwelling 18' Landward 109106116 TI TLE: Site Plan PREPARED BY: PREPARED FOR: NOTES: Proposed Im rovements CapeSury The Hirsch Fomil Irrevocable Trust EnoeeRio 1.) The property line information shown was p y compiled from available record Information. At SU11iVanConsulting,mc. 23 WostBay RdASuite G 123 Pratt Street y 251 Nyes Neck Road `MM4W adQfullMr�engln.com•www.wllivnnn�n.00m U"` �Bw� 7PolmRnd0dW11%MA02655 (508) 420-3994 / 420-3995fcx Providence RI 02906 2.) The topographic information was obtained www.copesurv.com from on on the ground survey performed on 7 or between 24/MAY/06 and 08/SEP/15. Bamstable (Centerville) Mass. Draft: JOD Field: WHK/KAR 3.) The deturr� used is NAVD '88, a fixed rneen 20 0 10 20 40 80 sea level datum (Lake Elevation). DATE: SCALE: 1 "=20' Review: JOD Comp/Draft/Review: RRL/KAR December 12, 2015 Project #: 26020 Drawing # C676_1G1 exl