Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Home
My WebLink
About
0065 PIRATES COVE - Health
65 PiratesCove 051 -007.001 Osterville " b a " o ti , TOWN OF BARNSTABLE LOCATIONA(oS PiraTef Govc SEWAGE# `r VILLAGE d Te-f V te ASSESSOR'S MAP 1&PARCEL INSTALLER'S NAME&PHONE NO.Ulol s KcnnCou /sG .3�2- 7AZ SEPTIC TANK CAPACITY a 0J)0 aAl 14 26 400 "1 C-,06 D LEACHING FACILITY:(type) 7�.fDd44l G /�yjc�(size) NO.OF BEDROOMS 7 OWNER M;G hqeJ &ta 6 r I pt PERMIT DATE: ado/g COMPLIANCE DATE: / 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 �l o� CP, � 0 S , t No.t ` C� V / ( ' y Fee THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS Yes 7Zipplitation for -Disposal 6pstrin Construction pert $".. Application for a Permit to Construct( Repair( ) Upgrade( ) Abandon( ) ❑Complete System rvidual Components Location Address or Lot No. �( 1 6'� e f ��� Owner's Name,,Address,and Tel.No. 947/ �' o� f ,� p�rM�� �i,`c4� eiQ. ,� arY �. KQnt �'S Assessor's Map/Parcel 00 �0 [ Installer's Name,4ddress,and Tel.No � ��—©�jG+ Designer's Name,Address,and Tel.No. u`f,'Ug61eel,'hC Type of Building: Dwelling No.of Bedrooms 7 Lot Size sq.ft. Garbage Grinder( ) Other Type of Building Lees No.of Persons Showers( ) Cafeteria( ) Other Fixtures AA Design Flow(min.required) 14- gpd Design flow provided 'L gpd Plan Date Ah oo�— Number of sheets p Revision Date Zo Z61 Title ple 6Ste( ot-,erall Si 4 i0CQ/2 Size of Septic Tank 2490 6,;.17 K, 660 6: Type of S.A.S. AA , Description of Soil Nature of Repairs or yAlte��rations(Answer when applicable) Ke S Date last inspected: Agreement: The undersigned agrees to ensure the construction and maintenance of the afore described on-site sewage disposal system in C� accordance Mth 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 oard gflBlealth. i - _ Date Application Approved by Date c� Application Disapproved by Date for the following reasons Permit No. `�-�. Date Issued j No.Vp D ''. / CT' i J Fee p� {' .. THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: Yes PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS t' „o w• ,. , 9pplication for bispoSal 6pstetn Construction perm' 7494t Application for a Permit to Construct( IrRepair( ) Upgrade( ) Abandon( ) ❑Complete System V4-n-di"vidual Components Location Address or Lot No. S s` 6 7•. r' f f 46 r`Q Owner's Name,Address,and Tel.No. Assessor's Map/Parcel S / 0p- Op (. Installer's Name,4ddress,and Tel.N1��'p��3�?—p�fG?,T Designer's Name,Address,and Tel.No. .t �+C�'l-Xi�lT��' �� -.._ `_ Ju%� !/A/7 �'irsisr f'e/}�Aaf� (`o•7501�.i��� ��C• Type of Building: J 'Dwelling No.of Bedrooms Lot Size sq.ft. Garbage Grinder( ) T Other Type of Building ��': $h l No.of Persons Showers( ) Cafeteria( ) Other Fixtures j= Design Flow(min.required) 1r- ,/*A gpd Design flow provided ti�✓¢ gpd Plan Date /A/2 Go Number of sheets I Revision Date 21 CO- Title P/Gf'�C)5a GLera/! 5;,4-o Size of Septic Tank 200 (r,•rZ�! , f`AGO 6 6�te Type of S.A.S. y� Description of Soil 4,-1,4 Nature,of Repairs or Alterations(Answer when applicable) / y I�G. i 5-tlA�/-,j !"'-f'G�'a� �// ,�,r�,CrvW..�' ••S_G�?/�G �� 0,74 v Date last inspected: Agreemen e undersigned agrees to ensure the construction and maintenance of the afore described on-site sewage disposal system in Th accordance= ith 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 oar ,ggfW-Uealth. Sig�i e�d err /'% Date Application Approved by Date / Q Application Disapproved by Date for the following reasons Permit No. 1,:70 �� Date Issued THE COMMONWEALTH OF MASSACHUSETTS BARNSTABLE,MASSACHUSETTS Certificate of Compliance THIS IS TO CERTTIIFFY,that the On-site Sewage isposal system Constructed(t,<� Repaired( ) Upgraded( ) Abandoned( )by at h �'rG��s �rs?�Q has been constructed in accordance with the provisions of Title 5 and t�)e for Disposal System Construction Permit No:90 1 R—OLtadated n. a 2 t I� Installer P-Q7•'Yr1�QIJ��', Designer ,Sall`l/aO fit #bedrooms A- 'I Approved design flow ,.�fi�-��'1 gpd The issuance of this permit shall not be construed as a guarantee that the system-w-il•1-functio as�f "°designed. Date / Inspector.- ---------- --- ----- -------------------------------------------------------- C Fee 15 0 Ae yam`" j XTHE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION-BARNSTABLE,MASSACHUSETTS a��isposal 6pstem Construction Permit 1'36 c-Permission is hereby granted to Construct Repair( ) Upgr/a'd�( ) Abandon( ) System located at I � and as described in the above Application for Disposal System Construction Permit. The applicant recognized his/her duty to comply with Title 5 and the following local provisions or special conditions. Provided:Construction must be completed within three years of the date'of this pe t. Date of l Approved by �- p f Town of Barnstable .� .o Regulatory Services Richard V. Scah, Interim Director BAMSTABIX Public Health Division �FDMA'1A Thomas McKean,Director 200 Main Street,Hyannis,MA 02601 Office: 508-862-4644 Fax: 508-790-6304 Installer&Designer Certification Form Date: tp Sewage Permit# Assessor's Map\Parcel 00 Q 1 Designer: , %Au aCW�uj�vtj Installer: Lynam c1f inc_ Address: °� C( P =� q �� , Address: a 1 �5 Ge,�sli� 1�2 02 � ' On l Z- was issued a permit to install a (da ) (installer) iJ .. septic system at ��� ?I aks C C?' , Vol, 65 wi(It based on a design drawn by (address) ,1Sli�� t dated I c ' � 2 2-01-1 (d signer) , I certify that the septic system referenced above was installed substantially according to the design, which may include minor approved changes such as lateral relocation of the distribution box and/or septic tank. Strip out (if required) was inspected and the soils were found satisfactory. I certify that the septic system referenced above was installed with major changes (i.e. greater than 10' lateral relocation of the SAS or any vertical relocation of any component of the septic system)but in accordance with State & Local Regulations. Plan revision or certified as-built by designer to follow. Strip out(if required) was inspected and the soils were found satisfactory. I certify that the system referenced above was constructed in compliance with the terms of the IAA approval letters (if applicable) \SN 6F ti/gss c 9 �o JOHN C. tiN ODEA y (I CIVIL t er S Slgn e) U No.48168 �sSIONAL (Designer's Signature) (Affix Designer syS>:amp Here) PLEASE RETURN TO BARNSTABLE PUBLIC HEALTH DIVISION. CERTIFICATE OF COMPLIANCE WILL NOT BE ISSUED UNTIL BOTH THIS FORM AND AS- BUILT CARD ARE RECEIVED BY THE BARNSTABLE PUBLIC HEALTH DIVISION. THANK YOU. Q:\Septic\Designer Certification Form Rev 8-14-13.doc McKean, Thomas From: McKean,Thomas Sent: Wednesday, February 21, 2018 9:41 AM To: 'Chuck Rowland' Subject: 65 and 67 Pirates Cove Good Morning Chuck, You submitted a plan for 65 and 67 Pirates Cove with multiple revision dates going back to 1/26/16. Kathryn handed me the plans this morning and informed me it must be reviewed —this is apparently urgent Donna was reviewing the plans recently but she is absent today. I understand that you want to relocate a pump chamber and a septic tank less than 100 feet from wetlands. My questions are: 1) What construction project is presently being proposed at this site? It appears a new dwelling is propose at#65, a proposed pool and spa, and another new dwelling is proposed at#67. 2) I understand the applicant received a variance for the SAS location many years ago. That variance expired three years after the Board of Health meeting date. Has the applicant re-filed for a variance? 3) Why weren't variances requested for the septic tank location within 100 feet of wetlands when it was previously submitted to the Board many years ago? 1 f McKean, Thomas From: McKean, Thomas Sent: Wednesday, February 21, 2018 11:53 AM To: 'John O'Dea'; Miorandi, Donna Cc: chuck@sullivanengin.com; marc@rogersandmarneybuilders.com Subject: RE: 65 Pirates Cove John, Thanks for the updates this morning and in this e-mail. I have no objections to this proposal. A disposal works construction permit will be required-as well as inspections and certifications, as normally required. From: John O'Dea [mailto:john@sullivanen iq n.com] Sent: Wednesday, February 21, 2018 11:09 AM To: Miorandi, Donna; McKean, Thomas Cc: chuck(a)sullivanengin.com; marc(!�)rogersandmarneybuilders.com Subject: Re: 65 Pirates Cove Thomas-as further clarification...... The systems were installed per the approved plans. During construction of the main house (to the north)-the existing tank and pump chamber were moved out of the way. They need to be reinstalled, and in doing so they could be moved up into the parking court with further separation to groundwater and same separation to wetland. We will wait to hear back from Donna on what further needs to be done if anything. Sent from my iPhone On Feb 16, 2018, at 11:42 AM,John O'Dea <iohn@sullivanengin.com>wrote: Donna—As a follow up to your review with Chuck yesterday....... We will try to get a revised plan in,next week for the reinstallation/relocation of the septic tank and pump chamber. Should the installer plan to call for inspection, and/or should we submit a new certification,or are we just relying on the prior inspections/certifications. John O'Dea, P.E. Sullivan Engineering& Consulting, Inc P.O. Box 659 Osterville, MA 02655 508-428-3344 508-428-9617 (fax) i TOWN OF BARNSTABLE LOCATION S viz ( rjot-�, SEWAGE# -off-7 � VILLAGE 4:l�Vt Lt i.! ASSESSOR'S MAP&PARCEL l - 7- INSTALLER'S NAME&PHONE NO. e �otv.'i (S S�O�-7-1 t-�- SEPTIC TANK CAPACITY )6d0,9A-C_ LEACHING FACILITY: (type) (size) L�-7C�� NO.OF BEDROOMS —7 OWNER obi 6 PERMIT DATE: -? i SP U' COMPLIANCE DATE: Separation Distance Between the: Maximum Adjusted Groundwater Table to the Bottom of Leaching Facility $ Feet Private Water Supply Well and Leaching Facility(If any wells exist on site or within 200 feet of leaching facility) N Feet Edge of Wetland and Leaching Facility(If any wetlands exist within 300 feet of leaching facility) i I Feet FURNISHED BY _5�G 6,GGq ��w..i•7 -o o 1 a V ti ' r u �" r "00� t F "` o. _ .,may :A / Fee THE COMMONWEALTH OF M.ASSACHUSETTS Entered in computer: PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS156V RppliCatton for �Bifspo Y 6p9tem COttgtrUCttott Vermtt Application for a Permit to Construct Nj Repair( ) Upgrade( ) Abandon( ) ❑Complete System ❑Individual Components Location Address or Lot No. C 5 ?,4t ACTGS C04C Owner's Name,Address,and Tel.No. 0-is TE2 �iOZS �65 vgee-4 .c r. V.pe 9R.t n'RS Assessor's Map/Parcel a 5 j OD-7 60 C04 G Q 51eQ`1Y 1 L L.:f, Installer's Name,Address,and Tel.No. 7 7 Designer's Name,Address and Tel.No. _AZ8^S3A4 Sc>L%-% vAvNj151-*%QFVC&I4)G tnx- C Type of Building: Dwelling No.of Bedrooms Lot Size gCO 749 sq.ft. Garbage Grinder 40 Other Type of Building No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.required) -?'-I© gpd Design flow provided � gpd Plan Date JA4 1C>6 i ?M! Number of sheets Revision Date I_UL t 3 r 109/ Title , 4 Size of Septic Tank 'tL`0� Type of S.A.S. 12X G-3 LEp�w& 6��� Description of Soil 0-3 1- Cc*yasC 5A wD loYiL5t3 1-7 26 r 19 �019 5A pDj Z6"• AO` CQAAsG S.4�oj jUi 6 - \?J0 C_ IM' ki ACW EwC,0Q1Vi- C 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 Enviro ntal Code and not to place the system in operation until a Certificate of Compliance has been issued by this Boar He h. Sign Date Application Approved by Date . Application Disapproved by: -- Date for the following reasons Permit No. ! Date Issued '-- �a; .w• ::�.r. ,. �� s,... ! rr.ztt,,.r.s,,....1."+. `':'�.i'r-.se•c ��",�,,: �iK ..lA.>� ... Y'tc �'�yw�-r'`�•--,d+�M-•".a: ....;..:. ov No. (/ � . kl 1 Fee !� '" r JEntered in computer: TF�E COMMONWEALTHRO;F M'ASSACHUSETTS' x PUBLIC.,HEALTH DIVISION TOWN OF-BARNSTABLE, Ye MASSACHUSETTS application for 0i.5pos al *pgtem ConztrUctio.n Permit } t Application for a Permit to Construct`N, Repair.( ) Upgrade( Abandon( ) ❑ Complete System ❑Individual Components Location Address or Lot No. Jc' Z�2�-,Tes cb f C Owner's.Name,Address,and Tel.No. .I S 1 #•�' t'CcZ �'k�+�l�, ��S 1�tZ�f�t,��� t �/ M t:4•,.�c` ��tZ\o"RS . Assessor's Map/Pazcel. 5( --7 yr' S. Z c2tl%£S C014 6 Installer's Name,Address,and Tel.No. 7 / Designer's Name,Address and Tel.No. A?a-753 ,� l��lJ J C-FJ�9,.`�' f ,i;r "i' •--' ,-������<_cc� ,t2o� C:���>/t�..cE .Type of Building: *Dwelling. No.of Bedrooms 7 Lot Size 8Cfl 74 9 sq. ft. Garbage Grinder go ..' 'Other Type of Building No.of Persons Showers( ) Cafeteria( ) Other Fixtures a Design Flow(min.required) —?'I D ' gpd Design flow provided i gpd v ?Plan Date O:An9 DG . ZW 5 Number of sheets Revision Date U uLs � 10 /lf� Sizze of Septic Taiik Type of S AS \" C Description%ofSoil} '�^3 1.oa 3- 1? i: CocLSE SA�UO toY�2'S'�� "• ,y?6 g 16 �— ZG*'� ' 20 U - (W' MO \iJAtFt2 �WCUUNiE12�0 "Nature of Repairs or Alterations(Answer when applicable) �R 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 r -.y Compliance has been issued by this Boar+.df He 'th ( Sig ed / ,, Date Application Approved by tnlr1{( , j/ Date Application Disapproved by: Date for the following reasons , ,a Permit No. WZV 6.fir'' j Date Issued (Nx - . ------------- " -------------—.---- -------------— THE COMMONWEALTH OF MASSACHUSETTS BARNSTABLE, MASSACHUSETTS Certificate of Compliance fiK THIS IS TO CERTI.Y,that the On-site Sewage DD/ILS�P�O.,,S41 Systeem._Constructed (� ) Repaired ( ) Upgraded ( ,) Abandoned( by l�7! //'' 1, C�/�'Jc5/ at i�S V`v2Ai'ES &\JC (>(5JMi2 �t_66Q!& has e n o structed in o dance with the provisions of Title 5 and the for Disposal System Construction Permit No. , '' dated Installer Designer IF #bedrooms `7 Approved design flow 7 d J gpd The isNIP e of his permit shall not be construed as a guarantee that the syste �fu,ot��ra de fig:ed. Date /�' / , Inspectors . ( a No. Fee ' THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION-BARNSTABLE, MASSACHUSETTS li! tpo!gat *p$tem Construction Permit Permission is hereby gran to Constructt (�O Repair ( ) Upgrade ( ) Abandon ( ) System located at �7 \tP i�.S LQ C. DYSM�&AQigoe C 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: Cons ction st b completed within three years of the date of thi e :l . r Date / Approved by 1 JUN-22-2015 21:06 From: To:15087906304 Pa9e:1/1 06/22/2015 09:51 508428961T 5ULUYVAN ENG INC PACE 01 Town of Barnstable 1 ; Regulatory Services Thomas F.Geller,Director Public Health pivisiod Thomas McKean, Director 200 Main Street,Hyannis,MA 02601 office: 508-662.4"4 Fax:509-790-6304 Installer&Resigner Certricatioo Form Date: ! Zoosp►age hermit# -z _Assessor's Maplparc� c5 l—�o -c�r Desiigner' Address: 7 �v.� --irk �.�� Addrens 8 pn e+ A,�y�a�}�` was issued a permit to insW s (date) (installer) septic system at PS- Cvweaf oa-d _based on a design drawn by (address) dated +� I that the septic system referenced above was installed substantially certify Pt Y according to the design, which may include minor approved changes such as lateral relocation of the distribution box and/or septic tank. I certify that the septic system reference above was installed with mzjor changes (1e,greater then 10' lateral relocation of the SAS or any vertical relocation of any componeritpf the septic system)but in accordance with State&Local s. plan revWon or certified wbuilt by designer to Mow. (Installer's Signature) ra�R��k+of,uAssA cs y 1. igner's Signature (Aff ixJSUmp Here) ]PLEASE pjTURN TO RARNSTABLE PUBLIC>iIUI.TH DIVISION.CIATMCATE OF CUMPLIANCS WML NOT BE 15SUED Upn=DOW TMS FORK AND A&BUELT CARD ARE RECEIVED DY THB BARNST'ABL)c PUBLIC MALTH D"ION.THANK YOU. Q.Eleaith/Se ti�JDesigues Certification Farm 3-26-04.doc f .. `� a 6 x.•r � � v M.� v.a �!P� 6 " si z{s a'Y,r � �� �d�r+' � .�' z 1 sa`�'�'1` �.,? .;�� �. y 4V,4� -� + {rlrc�'4 r � to { D {Ln O oilikV 4# �• }�'t a '� '1.3 � E e �� 1,� 'tfM� {Y!��,�'"� �� 4 trtfi '"k '► ''R 1 ° t j i k { ° €1 ,y.. {4.."`1 ' ItC ^SY1y �Y.• i, '.'J ���i.� � i■i��`3� t! ._�. #�nx ,r ;`["{ r y ,� ,s j ` i ar' ;J,: �,,, P,Gt °A!'o $ �l fir ��v, '4. � '� 'r� iJy. ��.� I I�� t!i��,5 r�y i$�,�, j i.�.'.. i�,.d i."i•".... �a � "" t� t 3; c'4rt;t4 D' tfi is,1 `� � G¢ 3EY ,p t 3•y, #�P r. C` v4 Cy 4 if" + fit. u �) { �`�t`+ } L,k 4�'}�►kf p �- tp `M ,} C,�7 0 � 1 ,- fir � i � r �r�•y'' + a p i ,A. {: F1 D t to € a. f o ¢� � ,� 9 (�� � e °"^�F t ,� �t '�>tx�1 � riY `r• �+ �. K � '_ Q€ © is(b ,f, �, f• sk '.�8r' +'tte(xi. ti "� " , •i � Srf t p 1 aQ { t, "`y g.@ p{ �€�k.� � �,�:� ��'8�k� ��y ��z,',��` ;t�• 'ram� • �" �a,�mr� � �` t1 � t � fi . r "°'"', !� �{�t r+ �'�• �:. ,='� _ t {Ly 1 .v. Q � .,¢-.a �a. i 4{,, 3$ `7 t�yy�, �.•�4j.1 .7 {�.w-.. 1 a'� .. . r mill I, �:.,� •��(., � ��'g,,,l'4k, ��': ti,.,. �,_,,,,,,�,. �9 Y"L�,.• t . `Qlt a aum�' .A �#. r tt? ` t f� ct Town of Barnstable P# OFTHE ci Department of Regulatory Services Public Health Division Date G MASS. � 163p. 200 Main Street,Hyannis MA 02601 A�FD MA't A _ Time ° Fee Pd. 'too Date Scheduled i' - - f Soil Suitability Assessment for Sewage Disposal. s C—nv i ' Performed By: q iC—tZ f l�L.t �Vt4� 237C¢ WitnessedBy: _I�u� �JdM'ArN� ! LOCA7CION& GENERAL INFORMATION Location Address Owner's Name /6—y'"A,� - m j'Gh a-LL" G� P`ruSr Cn.�e }{rJarifx Ci'rz)� Address Os �P����� ;3 1eVe`ttne ' Assessor's Map/Parcel: 0 /_ 00 7j p 0 Engineer's Name 5 I i Vtl h ►��,h e rrf r� l� Serf- y 9- 33YY NEW CONSTRUCTION REPAIR. Telephone# o 1 2`/o o 1655 Surface Stones o�A Land Use ��ES�D C�-l�/k l Slopes(/o) O - Distances from: Open Water Body . 160 ft Possible Wet Area 100�ft. Drinking Water Well Drainage Way. 1 pp+ ft Property Line l0 ft Other ft I SKETCH:(Street name,dimensions of lot,exact locations of test holes&perc tests,locate wetlands in pro�imity to holes): ` � w m �- \• r z a r'1 4Jl T `1 v' > cO 00 7-001"; • E p i 2�` w? s Parent material(geologic) �"S"`'1qs rk C t-F N l Depth to Bedrock AA\\ Depth to Groundwater: Standing Water in Hole: Nkt; Ent coo tu-11516D Weeping from Pit Face C) Estimated Seasonal High Groundwater ZL 1'p6 , DETERMINATION FOIL SEASONAL HIGH WATER TABLE Method Used: Loc[ae-V+�LeO&•E 'in. Depth Observed standing in obs.hole: in. Depth to soil mottles: Depth.to weeping from side of obs.hole: in. Groundwater Adjustment ft• Index Well# Reading Date: Inde Well level Adj.factor Adj.Groundwater Level PER OLAT-ION TEST Date 31 g of Time Observation 4- Time at 9" Hole# Depth'of Perc 4a 4 Time at 6" Start Pre-soak Time Q Time(9"-6„) - 2S( 0riS sTNAv 1S vw&.fooTTI End Pre-soak 2 + Rate Min./Inch L Ems ` Z QEQ. 1 NAG��I-k- y 1y10 tional Testing Needed(Y/N) Site Suitability Assessment: Site Passed �S Site Failed: Addi Original: Public Health Division Observation Hole Data To Be Completed on Back---v- ***R percolation test is to be conducted within 100' of wetland,you must first notify the Barnstable Conservation Division at least one(1)week prior.to beginning- .Q:HEALTH/WP/PERCFORM DEEP OBSERVATION HOLE LOG Hole# l Depth from Soil Horizon Soil Texture Soil Color Soil Other 9urfl►ce(In,) (USDA) (Munsall) Mottling (Structure,Stones,Boulders, -comistoncy.%d avel 0a -3" Lo&,,A Cv,&A alC 5 LE,-,,,cs 1b'(7 Z� 3'' (L 513 1-)" Z6 '' �. � �t_ow r02 Coak2Sc Santa [0-(2 c c_C_owk S H OON CS E 915t/ Q AID 126 (✓ LT t c. (StA 1Ue Co&asc SA,- Pd d 6Ltwu 1"o vJ Va-T'Efz-- DEEP OBSERVATION HOLE LOG Hole# Z Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders. Consistent, %Gravel) ��Czr�ay�CS 113y2 7-/ 4-1(0 �J2M \Ct,oaS6 » 2� � 'l C—L 1 S lk �(Z-►.1.� l.0[�dIS(: SfE�.�'� `O�1�.J�l(/D 4 9 Wt2r�ltst�k ��i Coo-as G S-N-KO lC>`( �2` 2 Z G Lz Y����.st-� 'g�.�a► C0Ad sC J�..10 l(�1�q2— l� DEEP OBSERVATION HOLE LOG Hole# Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Stricture,Stones,Boulders. Consistent % ray el DEEP OBSERVATION HOLE LOG Hole# Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders. Consistency.%Gravel Flood Insurance Rate Man: Above 560 year flood boundary No 2 Yes Within 500 year boundary No_ Yes Within 100 year flood boundary No DC Yes Depth of Naturally Occurrine Pervious Material Does at least four feet of naturally occurring perv�0 s�aterial exist in all areas observed throughout the area proposed for the soil absorption system? 1r If not,what is the depth of naturally occurring pervious material? Certification l I certify that on e.tl-t (date)I have passed the soil evaluator examination approved by the Department of Environmental Protection and that the above analysis was performed by me consistent with the require ' mg,expert's and experience described in 310 CMR 1.5.017. S Date Signature CO Q:HEALTH/W P/PERCFORM Town of Barnstable P# ��/ •SR3 Fsrtrroktiv Department of Regulatory Services Public Health Division Hate I U M'tML e� 200 Main Street,Hyannis MA 02601 pTfo tom" 3 A/oS Date Scheduled U Time I d rn Fee Pd. Soil Suitability Assessment for Sewage Disposal SC 23TCQ f Performed By; Ei�� �ut_t+,v � WiGiessed By: d -1 LOCATION& GENERAL INFORMATION Location Address. Owner's Name kh✓'j�j 1 rl�G 10 y µ ' Address I ved-c+c� Cl4 94g d G 13e e ul an Engineer's Nam S Assessor s Map/Parcel: ��' _ QO-�_ 0 U 3 . .. NEW CONSTRUCTION REPAIR Telephone# S o& -u a 8-3 3 y y Land Use ?-e5 i oe AAT114 t-• Slopes(%) tC> :,oy.LE{�S Surface Stones Distances from: Open Water Body LCO ft Possible Wet Area J ft Drinking Water Well ft t Drainage Way. 1 Qb 1 ft Property Line 0 ft Other proximity to holes loc ate wetlands in ty ) holes& erc tests, P KET CIi: Street name,dimensions of lot,exact locations of testh p S ( , I N 0 ply W . ..rYP OfI 007 003 43 o l9T AS Depth to Bedrock Parent material(geologic) nn 11 Depth to Groundwater: Standing Water in Hole:9TVju rQQ!� LSD Weeping from Pit Face Estimated Seasonal High Groundwater DETERMINATION FOIL SEASONAL HIGH WATER.TABLE Method Used: '-c4^- YtwY,2 LOS&Z Depth Observed standing in obs.hole: in. Depth to soil mottles: in. Depth to weeping from side of obs.hole: I in. Groundwater Adjustment ft• Index Well# Reading Date: index Well level Adj.factor Adj.Groundwater Level_ PERCOLATION TEST Dat bS Time Observation 1 Time at 9" -T— Hole# e Depth of Perc -t •Time at 6" Start Pre-soak Time© y Time(9"-6") End Pre-soak 2 S Coot Limo"S►#�Lam`'S t i t 2 M Rate Min./Inch �( Site Suitability Assessment: Site Passed Site Failed: t4a• Additional Testing Needed(Y/N) tlV d Original: Public Health Division Observation Hole Data To Be Completed on Back--- -- ***If percolation test is to be conducted within 100' of wetland,you must first notify the Barnstable Conservation Division at least one(1)weelt prior to beginning. Q:HEALTH/W P/PERCFORM DEEP OBSERVATION HOLE LOG Hole# 5 _ Deptlt:from Soil Horizon Soil Texture .Soil Color Soil Other SurtYee(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders, Consistencv.1/0 aravell..._ (p Looms �Ocz6a►.a��cs \vY22! \y (• E ew<y C�1�c(t S+a ro o 10 Y'2 3 \O"4 e G/q ,I DEEP OBSERVATION HOLE.LOG Hole# !o' Depth from Soil Horizon ! Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders. ron'tency.%Gravel 9 16 E G C S�� ICE�IKZ. S L3 27—g2 Y>Z, ` I r✓ q'L ^132 G L► �1.�L �t2 [�^"�°S��A*�'D ��Q (v l� DEEP OBSERVATION HO.LE�LOG olor SHole# Other Depth from Soil Horizon oil Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders. Consistency.%Gravel) DEEP OBSERVATION HOLE LOG Hole# Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders. Consistencv %Gravel) 4 I Flood Insurance Rate Man: Above 500 year flood boundary No Yes Within 500 year boundary No Yes yi Within 100 year flood boundary No K Yes De nth of Naturally Occurring Pervious Material Does at least four feet of�naturally occu ' g peryipus material exist in all areas observed throughout the area proposed for the soil absorption syste ? yt: 5 it not,what is the depth of naturally occur ing pervious material? Certification I certify that on PQ2\L'95 (date)) ave passed the soil evaluator examination approved by the Department of Environmental Protection nd that the above analysis was performed by me consistent with . the required tr ' ing,experti a nd experi nce described in 310 CNM 1.5.017. . �Jt�t. 2 c Date_L Signature J� Q:H EALTH/W P/PERCFORM r r ' Town of Barnstable IMNSTABM 6, Board of Health 200 Main Street,Hyannis MA 02601 Office: 508-862-4644 Susan G.Rask,R.S. FAX: 508-790-6304 Sumner Kaufman,MSPH Wayne Miller,M.D. March 11, 2005 Mr. Peter Sullivan, P.E. Sullivan Engineering, Inc. P.O. Box 659 Osterville, MA 02655 RE: 65 Pirates Cove, Oyster Harbors, Ostervillel A= 051-007001 Dear Mr. Sullivan, You are granted a variance on behalf of your client, Michael.Kariotis, to construct' an onsite sewage disposal system at 65 Pirates Cove, Oyster Harbors, Osterville, Massachusetts. The variance granted is as follows: 310 CMR 15.211: The soil absorption system will be located four (4)feet away from the property,line, in lieu of the minimum ten'(10)feet separation distance required. This variance is granted with the following conditions: (1) The engineered plans shall be revised to show soil evaluations and percolation tests results. (2) The septic system shall be installed in strict accordance with the revised engineered plans. ., (3) The designing engineer shall supervise the construction of the onsite- sewage disposal system and shall certify in writing to the Board of Health that the system was installed in substantial compliance with the revised plans. Q:WP/SullivanKARIOTIS65 This variance is granted because the physical constraints at the site restrict the location of the soil absorption system due to the proximity of wetlands. Sincer y, Wayne Her, M.D. s Chairma _ t ' Q:WF/SullivanKARIOTIS65 DATE: FEE: Maas. 1639 ���� REC. B 41 y Town of Barnstable SCHED. DATE: Board of'Health 200 Main Street,Hyannis MA 02601 Office: 508-862-4644 Susan G.Rask,R.S. FAX: 508-790-6304 Sumner Kaufman;M.S.P.H. Wayne A.Miller,M.D.r-y {7) VARIANCE REQUEST FORM `4 LOCATION 112A'�E 5 �V C r• � i Property Address: G's U`(STLZ • ice. -.� Assessor's Map and Parcel Number: 0 5 1 & C01 Size of Lot: gr Wetlands Within 300 Ft. Yes Business Name: V�`+ No Subdivision Name: Ah. 'R -7LAvv 31 ZZI6-L) J APPLICANT'S NAME: M i C A Fl6 L• K Kt}<l0"C 15 Phone Did the owner of the property authorize you to represent him or her? Yes _ No PROPERTY OWNER'S NAME CONTACT PERSON Name: A t f-M A E t_ V,&a-l6n,5 Name: � � S U LL,,V tags. . C S is L. V Ak%.A Ca ►.9 1EG�I iV6�0C Address:A i L TIlk -1.1 iZL L C_ Address: ����`L�� �L,�� ,•. . �E L�lEF3 E2� CA, 9�92�0 Phone: Phone: , VARIANCE FROM REGULATION(List Reg.) REASON FOR VARIANCE(May attach if more space neede d) -31C) CoA, i5,-Ztt C 1� iZE�wvAbLE, Se>L-UTI fQ NATURE OF WORK.House Addition 0 ????? House Renovation Repair of Failed Septic System Checklist (to be completed by office staff-person receiving variance request'application) Please submit copies in 4 separate completed sets. Four(4)copies of the completed variance request form Four(4)copies of engineered plan submitted(e.g.septic system plans) Four(4)copies of labeled dimensional floor plans submitted(e.g.house plans or restaurant kitchen plans) Signed letter stating that the property owner authorized you to represent him/her for this request. J Applicant understands that the abutters must be notified by certified.mail at least ten days prior,to meeting date at applicant's expense (for Title V and/or local sewage regulation variances only) Full menu submitted(for grease trap variance requests only) C:\Documents and Settings\decollik\Local Settings.\Temporary Internet Fi1es\0LK3\VARIREQ.D0C MERRIMAK . CAPITAL C0 %7PANY LLC 1.0 Nimentei CoUr; NovilE , Cep 9,19-+9 (=15) 475-41CO ralc (415) 88&i-5644 January 3, 2005 Town of Barnstable Board of Heahh 200 Main Street Hyannis,ivIA 02601 Re.- Septic U?gradc for 65 Pirates Cove, Oyster 1-larbors Dear Sirs: I am writing this lettcr to inform you that my wife Mary and I are the owners of 63, 65 and 67 Pirates Cove in Oyster Harbors. We have given Pet-, Sullivan Engineering permission to file with the Board of Health for varianecs relating to the design of a septic upgrad2 for (Ihese propCTtlCs. Please contact me if you have any questions at(415) 47 5-4101. Sincerely, Michael Kariotis r, i SULLIVAN ENGINEERING INC. 7 PARKER ROAD/P O BOX 659 r OSTERVILLE,.MA 02655 Peter Sullivan P. E. Mass Registration No. 29733 psullpe@aol.com phone 508-428-3344 fax 508-428-3115 DIRECT ABUTTER LIST FOR MAP 051 PARCEL 007001 Board of Health Variance Request Michael A. Kariotis 65 Pirates Cove, Osterville MAP /PARCEL OWNER NAME 051 007003 applicant 051 007002 applicant 051 014006 Susan B Kelly 604 Poplar Ct. Pittsburgh, PA 15238 051 008 Barbara M Cleary 2 Commonwealth Ave. Boston;`MA 02116 <r . Sullivan - Engineering Inc.- 7 Parker Road Box 659 Osterville MA 02655 Peter Sullivan,P.E. Mass. Registration No. 29733 OXM 4283344 fax 428-3115 e-mail:PSullPE@aol.com ABUTTER NOTIFICATION LETTER RE: Board of Health Public Hearing To Whom It May Concern: As a direct abutter of a proposed project, please be advised that a Variance Request has been filed with the Town of Barnstable Board of Health. The specific project information.is as follows: Applicant : Michael A Kariotis Project Location: 65 Pirates Cove, Osterville Assessor's Map and Parcel: . Map 051 Parcel 007001 Project Description: Upgrade of septic system will require a variance from minimum set back requirement Applicant's Agent: Peter Sullivan PE 7 Parker Road Osterville, MA 02655 Public Hearing: Location:, Barnstable Town Hall 367 Main St., Hyannis 2nd Floor selectmen conference room Date: February 22, 2005 Time: 7:00 PM s Plans and the application describing the proposed activity are on file at the Board of Health office 200 Main Street, Hyannis and at Peter Sullivan's office. Please call if you if you have any questions regarding this application. i Ex'&-A'a- � �' s^ /� age 3 of 5 restricting the number of bedrooms at this property to three(3), before the applicant obtains a disposal works construction permit. (c) The septic system shall be installed in substantial compliance with the revised plans dated March 1, 2005. (d) After installation, the designing engineer shall prepare an as-built plan showing the installation location of the thrust blocks. CONTINUED C. Kieran Healy representing David Ross, #0 Water Hole Lane, 3.4 acre UNTIL lot, proposed four bedroom dwelling to be constructed, variances requested 4/19/2005 from Section 360-1, proposed reductions in separation distance between MEETING septic components and wetland. (a) The applicant shall submit revised engineered plans showing the new proposed well location as discussed. (b)The Health Agent shall request the Conservation Administrator to submit written confirmation of the wetland locations shown on the submitted plan. (c) The cranberry farm owner shall submit a written list of pesticides and herbicides used at the cranberry farm for the purpose of determining which chemical agents would be tested for—samples to be taken from within the proposed well location. APPROVAL D. Edward Pesce, P.E. representing Elizabeth McNamara- 60 Hayes PENDING Road, Centerville, 22,623 square feet lot, house renovations proposed, REVISED variances requested.from Section 360-1, septic system components PLANS,- . ,• proposed.to be located-less than 100 feet away from wetland. (4).No.morp.jogn three;bed rooms are authorized.at.this property. (b)The applicant shall record a q ... properly worded deed restriction, signed°by the',property owner, at the Registry of Deeds,.-. restricting the number of bedrooms at'this property to three(3), before the applicant obtains-.a ; disposal.works,,construction permit, (c) The engineered plans.shall be revised to.,show a three `3 bedroori�design,and ta.Show a,minimums-vertacaLseparation'distance of ive feet_m-gcouft WAter (d') The septic system°shall be installed ih substantial compliance with the revised plans f V'J -} GRANTED—,�E._Peter Sullivan,,-P.E' Mary Kariotis- 65 Pirates Cove+ WITH 0 st6r'Harbors,`86 749 square'feet parcel;'se ven.b doe rd oe r dM'dwelling � r` CONDIfI'ONS�proposed; vanance requested from 310 CIVIR 15.21.1_(1) to place four feet away from-property line: (a) The engineered-plans shall be revised to show soil evaluation and percolation test result information. (b) The septic system shall be installed insubstantial compliance with'the revised plans. GRANTED F. Peter Sullivan, P.E. representing Mary Kariotis- 67 Pirates Cove, WITH Oyster Harbors, 72,394 square feet parcel, three bedroom guesthouse CONDITIONS proposed, variance requested from 310 CMR 15.211 (1) to place the SAS four feet away from property line. (a) The engineered plans shall be revised to show soil evaluation and percolation test result information. (b) The septic system shall be installed in substantial compliance with the revised plans. VL Variance Request/ Grease Trap: GRANTED Angie Collins, 484 Main Street, Rear- Sub-Pizza Port, request to add an item to the menu, pizza, grease trap variance granted at previous meeting, grease recovery device (GRD) to be installed. I Sullivan Engineering Inc. 7 Parker Road, Osterville i . 508-428-3115 e-mail PsullpeCa-aol.com To: OIX3 Oj From: Peter Sullivan Fa)c Pages:. Phone: Date: t Z b o 161 Re: CC: For Review x Please Comment Please Reply Please Recycle —T)b 01 A U P69 e-A C,?S TO 'F,E 'L"-A cam- 0(0 A4 iU E ok-S 1E:—,rv"E7A-7V". 1-K i W t c.c_ q O . Im —C;VLA eT s �LC ('�f �✓` � I Q Fx�,t[an G7e .� .�'^} Va CO S-r8�� 1 1 VV�,WWa� ✓ &*— /tlJ SEWAGE INSPECTIONS f LOCATION65 Pi ratPc ('pve Rnarl DATE 9/1 6/02 VILLAGEOsterville Mass O H A - - 01 INSPECTOR Joseph P.MAomber Jr. SEPTIC TANK CAPACITY None No rtBox LEACHING FACILITY: (typc)2-6 'X8' Cesspools (size) 2000 gallons ons NO. OF BEDROOMS 7 BUILDER OR OWNER Mary Bell i nC-r OWNER MAILING ADDRESS 800 Barm-s � r St. Louis Missouri 63124 _ r 0 31 4-994-31 72 9 ' v f - ;� v� ♦,2 O fcw � a:" � t , • � � ` / / � �i 2� � �` i_ � / •� �� � ti _ �;�= � 6 to � ! � � i' � � !� y. f FAILED INSPECTION DATE : 9/16/02 PROPERTY ADDRESS:65 Pirates Coce Osterville,Mass. `Oyster Harbors. 02655 691 On the above date, I inspected 'the 'septic* 'system at the ab`Me This system consists of the following: 1 . 2-6 'X8 " block cesspools in series. Based on my inspection, I certify the following conditions: 2. This is not a title five septic system. 3. This is a sewage system. 4 . The sewage system is in hydraulic failure. 5. A new Title five septic system needs to be' 6. Pumped main cesspool at time of inspection. �� T 7. Both cesspools were filled to capacity at_ time of inspection. . SIGNATUR Name ; J . P . Macomber Jr . Cornpany : Joseeh Pam_ Macomber _& Son, I^ric. Address --BQ:-� -- "-- ------ Qen-t-e1:v_i11z•,_ba _Q,n632-0066, Phone :_-5.08-775_ 3338 -------- THIS CERTIFICATION 'DOES, NOT CONSTITUTE A GUARANTY:OR .WARRANTY FJ06SEPH. P. MACOMBER & SON, INC. anks-Cesspools-Leachfields " Pumped & Installed Town Sewer Connections 'P.O. Box 66 Centerville, MA 02632-0066 775.3338 775-6412 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: 65 Pirate Cove Road Osterville Mass. Oyster Harbors Owner's Name:Mary Bellinger Owner's address: 800 Barnes Road St-Louis Missouri63124 . Date of Inspection: 9/1 6/0 2 Name of Inspector: (please print) Joseph P.Macomber Jr. Company Name: .T_P_Macomber & Son Inc. !Mailing Address: Bnx 66 CEnterville,Mass. 02632 Telephone Number: 508-775-3338 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: Passes Conditionally Passes t Needs Further Evaluation by the Local Approving Authority r" Fails .. Inspectors Signature: Date: ��JG'"��' The system inspector shal 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 thesystem 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 Notes and Comments *****This-report-only describes{conditions at the time of inspection and under the conditions of use at that / 7 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 1 1 OFFICIAL INSPECTION FORM -:NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART A CERTIFICATION (continued) Property Address:65 Pirate Cove Road Osterville,Mass, ys er Harbors Owner: Mary Bellinqer Date of lnspection:9_ /1 6/0 2 Inspection Summary ,.Check A,B,C,D or E/ALWAYS complete all•of Section D A. System Passes: ki 1 have not found any information which indicates that any of the failure criteria described in 310 CMR 15.303 0 m 310 CMR 15.304 exist. Any failure criteria not evaluated are indicated below. a Comments: t k• ,The present sewage system is in hydraulic failure.A neta title five septic system nee as to, 1171111111111, ,j" B. System Conditionally Passes; JO) 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 tic tank s 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: �1�Qbservation of sewage backup or break out or high static water level in the istribution bo 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 l l OFFICIAL INSPECTION FORM - NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART A CERTIFICATION(continued) Property Address:65 Pirate Cove Road Osterville.,Mass. Oyster Harbors Owner: Mary Bellinger a Date of Inspection: 9/1 6/0 2 C. Further Evaluation is Required by the Board of Health:. VO 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(l)(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 r g2 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. _oThe 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 0 feet or more from a private water supple„ell". 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 form. r— Oher: Tle sewage system consists of two 6 'X8 ' block .f , cesspoo s in series.Both of the cesspools are in hydraulic / failure. Anew title five septic system needs to be _ installed. T 3 ':lap e 4 of I I OFFICIAL INSPECTION FORM NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART A CERTIFICATION (continued) Property Address:65 Pirates _Cove Road Osterville,Mass. Oyster Harbors OwneNary Bellinger Date of Inspection: 9/1 6/02 , D. System Failure Criteria applicable to all systems: You must indicate "yes" or"no" to each of the following for all inspections: Yes No ackup of sewage into faciliry or s ?due to overloaded or clogged SAS or cesspool t/ Discharge or ponding of effluent otne-surlace of ground or surface_ waters due to an overloaded or _ clogged SAS or cesspool / ,fl V&. Static liquid level in the distribution box above outlet invert due to an overloaded or clogged SAS or cesspool —/— iquid depth in cesspool is less than 6" below invert or available volurne is less than''/, day flow equired 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. y portion of a cesspool or privy is within.a Zone I of a public well. v ,knv portion of a cesspool or privv: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. [Tbis 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.'No)The system fails. I have determined that one or more of the above failure criteria exist as des6ribed'in'3 00 C M R 15.303. therefore the system fails. The system owner should contact the Board of Health to determine what will be necessary to correcr,the.failure. E. Large Systems: To be considered a large system the system must serve a facility with a design now of io,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 l — _/ the system is within 400 feet"of a,surface drinking water supply , Y th system is within 200 fee(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 Page 5 of I I OFFICIAL. INSPECTION FORM— NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART B CHECKLIST Property Address:65 Pirates ovP Read Ostervi�3P:Ma�G —Oyster Harbors. OwnerMary Belli nt7r�r Date of lospectioo: Check if the ro lowing have been done. You must indicate -yes,, or"no" as to each of the following: Yes umptng 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 (lows 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 _ 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,l Iluding the SAS„located on site ? Were the septic tank manholes uncovered, opened, and the interior of the tank inspected for the condition G6'I the baf(l'es or tees, material of consm�ction, dimensions, depth of liquid, depth of sludge and depth of scum Was the faciliry owner(and occupants,if different from owner)provided with in 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 informaiion. For example, a plan at the Board of Health. petermined in the field (if any of the failure criteria related to Part C is at issue approximation of dis=ce is unacceptable) (310 CMR 15.302(3)(b)) r- S . Page 6 of I 1 OFFICIAL INSPECTION FORM-NOT FOR VOLUNTARY'ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION. Property Address: 65 Pirates Cove Road Osterville,Mass. Oyster Harbors Owner: Mary Bellinger Date of Inspection: 9/16 0 2 FLOW CONDITIONS RESIDENTIAL Number of bedrooms(design): Number of bedrooms(actual): DESIGN flow based on 310 CMR 15.203 (for example: 110 gpd x# of bedrooms): Number of current residents:( ° Does residence have a garbage grinder(yes or no):1tv Is laundry on a separate sewage system(yes or no): [if yes separate inspection required) Laundry system inspected(yes or no): Seasonal use: (yes or no): *L Water meter readings, if available(last2 years usage(gpd)):2000-1 03, 000 gallops=282. 20 GPD' Sump pump(yes or no): 46 2 0 0 , , gallons=1 91 . 7 8 GPD Last date of occupancy:7— COMM ERCIAL(INDUSTRIAL Type of establishment: Design flow(based on 310 CMR 15.203): gpd i Basis of design flow(seats/persons/sgft,etc- . Grease trap present(yes or no):jy 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: yid. Last date of occupancy/use: A OTHKR(describe): GENERAL INFORMATION Pumping Records r Source of information: ' Was system pumped as part of the inspection(ycs or no):A F If yes, volume pumped: gallons-- How was quantity pumped determined? Reason for pumping: TYPE OF SYSTEM X,OSeptic tank,distribution box, soil absorption system ' Single cesspool Overflow cesspool Privy 40 Shared system (yes or no)(if yes,'anach 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 e of all components, date installed (if known)and source of information: Were sewage odors detected when arriving at the site(yes or no): Page 7 of 1 1 OFFICIAL INSPECTION FORM—NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION (continued) Property Address:65 Pirates Cove Road Osterville,Mass. Oyster Harbors Owner: Mary Bellinger Date of Inspection: 9/16 0 2 BUILDING SEWER(locate on site plan) Depth below grade: �! y� Materials of construction: -last iron x)040 PVC other(explain): 621 I/ , L Distance from private water supply well or suction line:ll�f' Com-ments(on condition of joints, venting, evidence of leakage,etc.): Joints appear tight.No evidence of leakage.Systemis vented through the house vents. SEPTIC TANKd&1�l locate on site plan)' Depth below grade: V,4 Material of construction: concrete W.OmetalW fiberglass A/iJ Polyethylene �4bther(explain) A44 If tank is metal list age:.GA Is age confirmed by a Certificate of Compliance(yes or no):, (attach a copy of certificate) Dimensions: A14 Sludge depth: 41A Distance from top of sludge to bottom of outlet tee or baffle: !�IX Scum thickness: Itm Distance from top of scum to top of outlet tee or baffle: x)h Distance from bottom of scum to bottom of outlet tee or baffle: J,)A How were dimensions determined: ,/JA Comments(on pumping recommendations, inlet and outlet tee or baffle condition, structural integrity, liquid levels as related to outlet invert, evidence of leakage, etc.): Septic tank is- not present Once- new s y s tern i s instal l Pr3_Plipp.` the septic tank every 2-3_years. C GREASE TRAEde�(locate on site plan) Depth below grade: " Material of construction: 0concreted40 metal,l_�fiberglass&yyolyethylene, * other (explain) a�A Dimensions: 9iflA Scum thickness: x Distance from top of scum to top of outlet tee or baffle: X/t Distance from bottom of scum to bottom of outlet tee or baffle: ,dry Date of last pumping: 11J9 Comments(on pumping recommendations, inlet and outlet tee or baffle condition, structural integrity, liquid levels . as related to outlet invert, evidence of leakage, etc.): Grease trap is not present: 7 Page 8 of I I OFFICIAL INSPECTION FORM -NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL, SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION (continued) Property Address: 65 Pirates .Cove Road Ostervi e, ass. Oyster Harbors. Owner:Mary Bellin er Date of Inspection: 9 1 6 02 TIGHT or HOLDING TANK,(tank must be pumped at time of inspection)(locate on site plan) Depth below grade: ., Material of construction: concrete ,�� metal,Mfiberglass Q4Y polyethylene dther(explain): Dimensions 016,19 Capacity. gallons Desien FloA gallons/day + Alarm present (yes or no): r1 Alarm level: ,4 Alarm in working order(yes or no): Date of last pumping: Comments (condition of alarm and float switches, etc.): - Tight Or Holding Tanks are not• DISTRIBUTION BOU,&AG (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.): Distribution box is not present. ---------------- PUMP CHA:MBE"C, (locate on'.site plan) ' Pumps to working order(yes or no): 414 Alarms.tn working order(yes or no): Comments (note condition of pump chamber, condition of pumps and appurtenances, etc.): Pump chamber is pot present. - „ t Page 9 of I I OFFICIAL INSPECTION FORM — NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION (continued) } Property Address: 65 Pirates Cove Road Osterville Mass. Oyster Harbors Owner:Mary Be anger Gate of Inspection: 9/1 6 02 SOIL ABSORPTION SYSTEM (SAS): (locate on site plan;excavation not required) Two 6 'X8 ' block cesspoo s in series. If SAS not located explain why: Located: See page 10 Type leaching pits. number: Q �Qleaching chambers, number: , (I leaching galleries, number:Q s" leaching trenches,number, length: Cj leaching fields, number, dimensions: boverflow cesspool, number: ,tv 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.)' Randy loam to medium fine sand The two cesspools are in ,-hydrauli- failure Geri i s are damp-vegetation is -normal CESSPOOLS: cesspool must e pu ed as part of inspection)(locate on site plan)'. Number and configuration: Depth —top of liquid to inlet invert: _141) ,,;rely Depth of solids layer: Depth of scum laver Dimensions of cesspool� Materials of construction: y � Indication of groundwater inflow(yes or no): Comments (note condition of soil, signs of hydraulic failure, level of ponding,condition of vegetation, etc.): " Same as above PRIVY�ki(loca.te on site P lan) Materials of construction: Dimensions: Depth of solids: Comments (note condition of soil, signs of hydraulic failure, level of ponding, condition of vegetation, etc.): Privy is not present. L, 9 Pdgr 10 of I OFFICLn1 fNSPECTION FORM NOT FOR VOLUNTh,RY,ASSESSMF!YT5 SUBSURFnCE SEWAGE D_ ISPOSA.L, SYSTEM INSPE=IONIFORM ' PART C - SYSTEM INFORM-ATION (conilnvco) ,op(rr� A00fC)J rates Cove Road , Qs#�_rville�,[ ass. Oyster-Harbors. OKocr. Mary Be11��1yi �lic 01 Inlp,cuoo: 2 SKITCH OF SCWnCC DISPO AL SYSTCM Pto-Oc i Ilmh 01 cl,c 1(-I(c oilpol11 lyllcm Inclvding 11c1 toll IcIll rwo pCr'mIncnl rc(crcncc ILnCmvc, ; pcn(rVmvl, Lo< 100 fccl. Locccc whcl( pvblic wllc! IVpply cnIcIl the Dviloing.. �5 40crok 5 �ovc O s� v�l�c NI r Page I 1 of I I OFFICIAL INSPECTION FORM NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION (continued) Propem, Address: 65 Pirates Cove Road Osterville,Mass. Oyster, harbors Owner: Mary Bellinger Date of Inspection: 9/1 6/02 SITE EXAM Slope Surface water Check cellar Shallow wells Estimated depth to ground water /feet Please indicate (check) all methods used to determine the high ground water elevation:- , NO Obtained From system design plans on record - If checked, date of design plan reviewed:NA YES Observed site (abutting property/observation hole within 150 feet of SAS) N_Q_ Checked with local Board of Health-explain: NA y_FS_ Checked with local excavators, installers- (anach documentation) y_g._ Accessed USGS database-explain:http: //town.barnstable.ma.us. You must describe how you established the high ground water elevation: Used: Gahrety & Miller Model, 12/16/94 Ground water elevations above sea 1 eve 1 Used: USGS-Ohecrvation wall data June 1992 Used: USGS:Technic l � lletin. 92-000-1 Plate#2 January 1992 Annual ranges of ground wRp6�,ro6Tevations•. Leaching Pit I.'eet t Groundwater. reet Below Bottom of Pit High Groundwater Adjustment 1'.8 ft per Frimpter Method Therefore, the vertical separation distance between the bottom Of the leaching pit and the adjusted groundwater table is , feet. y+•rr.*lr+.—rtlrr.—.-rr rrr.—mr•nmrrnn.mr.rrr.:-.•s-.e'vrr:•m--er:rm m-n�a na�rrer.'ss+ •�, TOWN OF Barnstable WARD OF HEALTH � 0 SUBSURFACE SEWACF DISPOSAL SYSTEM INSPECTION FORM - PART D CERTIFICATION •••—••t_T••.':: —�.II�•'.�.T.T.^..'1'lisT.TiTTTiTIfTI'1'1—•.•1"1tTTiRT1R�r•'P•I!R}'IRti91<RT'�'T�TRt _ • ism it'mrr+rslv*TrTmr.•.—.rrr•T-•�. •—.. -TYPE OR PRINT CLEARLY- PROPERTY INSPECTED STREET ADDRESS 65 'Pirates Cove Road Osterville Mass. O.H: ASSESSORS MAP , BLOCK AND PARCEL # 051 -007-001 OWNER' s NAME Mary Bellfnger PART D CERTIFICATION r NAME OF INSPECTOR Joseph P.Macomber Jr. COMPANY NAMEJ. P.Macomber & ' Son Inc:'4* 1 COMPANY ADDRESS Box 66 Centerville Mass 02632 Street Town or City* State LIP COMPANY TELEPHONE (508 ) 77..5 3338 FAX ( 508 )790 -1578 CERTIFICATION STATEMENT I certify that I have personally inspected P Y P the sewage disposal system at this address and that the, inrormation reported is true , accurate , and omplete as of the time of nspection . The inspection was performed and any recommendations regarding upgrade , maintenance , and repair are consistent with my training and experience in the proper function and maintenance of on- site sewage disposal systems , Check one : M System PASSED a The inspection which I have conducted' has.,, not found any information which indicates that the system fails to adequately protect public environment or the enviroment as defined - i'n. 310 CMR' 15 . 303i Any failure criteria not evaluated are as stated in the FAILURE CRITERIA section of this form , System FAILED*.. - \� k The inspection which I have contacted has found -that the system fails to Protect the public health and the environment' in' accordance with Title 6 , 3.10 CMR 15 , 303 , and as specifically noted ,•on PART C. FAILURE CRITERIA of this inspection form ) Inspector Signature Xi Date ne copy of this rt.ification must be provided to the OWNER, the BUYER ( where applicable ) and the BOARD OF 11RALTIi, * If the inspection FAILED , the owner or"'oper'ator shall u pgrade ' the •eyatem within one year of the date of the inspection , unless allowed or required otherwise as provided in 310 CMR 16 , 3051 partd .doc O 'coKARIO I R' ID NC 05 65 PIRATES COVE, OSTERVILLE, MA CONTENTS: - ARCHITECTURAL DRAWINGS GENERAL NOTES: ZONING INFORMATION: AOOO COVER SHEET,NOTES,PROJECT DATA A201 EAST&SOUTH ELEVATIONS 1. CDDES:ALL WORK SHALL CONFORM TO THE MASSACHUSETTS STATE BUILDING CODE. PROJECT ADDRESS: F . BTH EDITION 8S PIRATES COVE - O A100A BASEMENT FLOOR PLAN A A202 WEST&NORTH ELEVATIONS 65 RA ES COWS rosTERV LLEI.MA Z DO NOT SCALE DIMENSIONS PROM DRAWINGS.USE CALCULATED DIMENSIONS ONLY. A100B BASEMENT FLOOR PLAN B A301 BUILDING SECTION A NOTIFY THE ARCHITECT IMMEDIATELY IF ANY CONFLICTS EXIST. A101 FIRST FLOOR PLAN A A302 BUILDING SECTION B 3. CONTRACTOR SHALL VERIFY ALL CONDITIONS PRIOR TO INITIATING THE WORK NOTIFY JURSIDICTION: A102 SECOND FLOOR PLAN A A303 BUILDING SECTION C THE ARCHITECT OF ANY DISCREPANCIES. TOWN OF BARNSTABLE W A103 FIRST.SECOND FLOOR PLANS B A304 BUILDING SECTION D-1 A VERIFY ALL ROUGH-IN DIMENSIONS FOR EQUIPMENT.PROVIDE ALL BUCK-OUT LAND COURT PLAN ai ry7 D A104 THIRD FLOOR PLAN A A305 BUILDING SECTION D-2 BLOCKING.BACKING.AND JACKS REQUIRED FOR INSTALLATION. ASSESSOR'S MAP:xx.LOT xxx A105 ROOF PLAN A A306 BUILDING SECTION E S. VERIFY LOCATION OF ALL EXISTING UTILITIES AND SLEEVING:CAP.MARK AND PROTECT AS NECESSARY TO COMPLETE THE WORK PROVIDE AS-BUILT PLAN OF ALL UTILITY ZONING DISTRICT: A106 THIRD,ROOF PLANS B LOCATIONS KXX B ALL WOOD IN CONTACT WTTIi CONCRETE TO BE PRESSURE TREATED. FLOOD HAZARD ZONE: STRUCTURAL DRAWINGS 7. SERVICE WATER PIPES IN UNHEATED SPACES TO BE INSULATED. - - (t E S. PROVIDE FIRE-STOPPING AT ALL INTERSECTIONS BETWEEN CONCEALED WALL AND HORIZONTAL SPACES. W S100A FOUNDATION PLAN A - SUCH AS SOFFIT OR CEILING.PER MASSACHUSETTS STATE BUILDING CODE. S100B FOUNDATION PLAN B.NOTES 9. PROVIDE DRAFT-STOPPING IN CONCEALED SOFFIT SPACES WHERE REQUIRED BY THE V S101 FIRST FLOOR FRAMING PLAN A MASSACHUSETTS STATE BUILDING CODE- S102 SECOND FLOOR FRAMING PLAN A 1G. ALL O HARDWARE HANDSETS AT ae'TO CENTERLINE UNLESS OTHER NOTED. - - .OTHERWISE VERIFY W!ARCHITECT. S103 FIRST,SECOND FLOOR FRAMING PLANS B - - - - n.. USE cAsr IRON WASTE LINES FOR ALL PLUMBING IN CEILINGS AND WALLS, S104 THIRD FLOOR FRAMING PLAN A U 12. ALL INSULATION MATERU SHALL HAVE FLAME• READ RATING NOT TOO EXCEED TB AND A II.�1 S1OS ROOF FRAMING PLAN A � - SMOKE-DEVELOPED RATINGG M NOT TO EXCEED 450.PER MASSACHUSETTS STATE BUILDING CODE. - ' S106 THIRD.ROOF FRAMING PLANS B 71 !� LL LL .S107 DETAILS&NOTES 13. CLEAR DEBRIS FROM ALL VENTILATION GRILL HOLES AND NOTCHES. rv/1' ul w �=Ww� Q VJ w w o Eu aw o tn VICINITY MAPS: BUILDING CODE INFORMATION: O [u BUILDING CODE: - U MASSACHUSETTS STATE BUILDING CODE.STH EDITIONrtn~ APPROXIMATE LOCATION OF SITE w O MASSACHUSETTS STATEBUILDING ED ENERGY CODE: B LDING C 0OD,.BTR` TON 0to � d 'j&} �i i uC6 L) GoogleEarth feet .,. a.. 1000 nneR A \\\ 309. M T ISSUED FOR BUILDING PERMIT . 7 AOOO ^ , 4 -- BW 540 V4' BLS ' 540 W' m 5w "Ur r � i re Ira >P S - , � rfi u ' I 14 , - -- N , ----------------------------------------- rR s� o i ' �--------' , � D13L STIR 154l w 4 p.6. poaxt D I. �sm ---- i $ — I _ __1-77 1 - -. 4'-4 VC 5 ff 154 974' o ----- - -- -- - --- -- " ---7a �. __ ------------------------- r<' w I I g RP ' 418 V7 V4' 6-0W' -------------------- I I I ---- - . „x.,* BASEMENT PLAN KARIOTIS RESIDENCE DATE DFSCRIPDON SAN�BQX 1=16 SCNEMAMC DESIGN REAM 01.107 MR=FOR BUIt.01NG PERM 00 65 PIRATES COVE, OSTERVILLE, MA Desi6n Studio,LLC PROPOSED RESIDENCE T .,IMuvy 17,M -- -- -- ! - - -- ------------- 4 I { rn. r O --- -- u k -------------------------- 41'41 VC F—T — i I Z , i i I Y N W r, _ 1 1 5 J I T ijJj) ------------------------ Y I ------------ -------------------------------------------------------------------------------------- wT .74, x,M v.!tea-.:1 vxwkr, •rc-.44.,S.h...C'..--------------------- ----------- —. —__� ..-.. -.I ______________________________________________ ____________________ S S VY ' i � � 4•a in ur e-e w� i -----------t------------------------------- sow 9/a' DATE: DESCRIPTION: > BASEMENT PLAN KARIOTIS RESIDENCE „is SCREMATICDESIGNREVIEW S1�lNDB�X 01.18.17 HUED FOR BUWNG PERNIff O 65 PIRATES COVE, OSTERVILLE, MA Desi8n Studio,LLC a PROPOSED RESIDENCE PA. �• ��M^° ° 2-W 414Y4' BW 54DW 443/4' 443W 54D1w SW 51B' 210W 545 W' SAW 51 I 1 , r 1 r I -:'74i� I 1. ..['F ;t -+ .} E -- '-_ j t I ` `, rl�,! ! rr �+ i 1-i,J , 1�11. l; il!I1.i; it '� ~, ; n 1 C r f, 17. r a ;I N \\ L 'S ��Yilj1'� I (i , ax4awers� ii ' I IIi fIt! 'llf !Ill , i ' 1 ((ill xvW � i � �T4 V4. ra 11 y�,r" �i! S-rI' I r �ff \ �.�._I 'Ii ,°Ill! r ; '{iI �-- � r p ��� i�� \\� '' rt-�Ti sj 5 } {'rj �,il III i � l i �t; l!III'IIII� Z fry { I I' ' p !; ; i I$� I ` I ! I f �✓Ta I -- ; I I `- 'I ; I ! "Sli i..Ill'fb 9 i i941 W i i BTA�Pr4 ! i ! ISaI W°� li f} I�Iilj`'�Ilrll`i �! , r'-, S s4•iI ! � vla�4. � I� I 1 { � } I ii ! ~ , ' I. { l Fri i I � i lIl ' � _E � i ; i1 _ , 4 ' ; i , il; �4i11 1 ! 1 I I } I I 1j ! TrrII}I F_ ILL i� } I l II f yr I B'-r !! I ( IIIl .. '`, I} II' {l! li ; III i!lii,illMi ihI' I � I I `II r r i \ h � �l ,I; 7, I rf-lJil -----i 1 �l 1 iI �I! i ro ! 1IIrIE iilili l�} I� II��i}II 1 r• �� ; ;— � 1 � � i , , ! ' i iIi �� I l r1 ! ri `i I ! r1IlI � `ki! � I I }i�rl.�Ilf{�I �; i \ } o I, lit } Y � ff , 9`8 S4' } 441 4'd W' 1 1 Ci Ill � ! i 7 i I ! � I • 4 1 f i , i , ! } I I ! ( � I I�' i I ! � � 1 ill ! � I I I !1i I�I�{'� !k I' �,}II�I�i., R l = 1 ' I b— ' I '- I i } ! 7[ r i F -k T-1 {- ' I I.�._ �' ,l.l �11' - ---- i-rf ' IA t Hi!l ;C l 1, I li I u Nit• svrl j Q �l y I , i i i ;®b,F}` lfi il ! l�lllil liil : 1! I l 1l 1 1 I101 1 i 4 5 1 I svz e' I i O'8W4' 4 9N1 P-tl VY i BN W' BV1' 6 9UY ! I B40Y4 Sa 7r9 �9 U1' - __ __ g41{p• _ l 1_� -------- , 1 1 � I 1 u r_ a� ' I'rll; iifIII }} l il !II Icllli I i l fGf Sy Y4f' rTa Ird V-& T41 B'P 5'-B W "LW FIRST FLOOR PLAN KARIOTIS RESIDENCE SANDBOX 1i�216 SCHEMATIC DESIGN REVEV✓ 01.1&T7 ISSUED FOR BUW%*%'RMrf 65 PIRATES COVE, OSTERVILLE, MA Design Studio,L.L.0 O PROPOSEDRESIDENCE PABpX955A�W Qil AOQ9fi)-d4�¢N W W WSAI�BOXDtAQSNDB?NtT w'eVY OW 414 w 412 VW 911W 4`IVW G4' Raw A � 9 6 N mLJ 00 (� "c 91 x'a0 I 'b� � O L p s S § m 4 ax� m —tl S 211 :14W r away' aw sur $ D §r ❑ ❑ S j z 1 , �❑ one I y F+ Ua fa Y9' a $ k •� € ky1 � 671A ii - � S a 4 . n i S � IIL sW or VY ?4 11 413 Wr 0%T 9l7 air � D 4'•4 yP *Ll Vf fl Sq i S € i f s S snm : 7—r ❑ ❑ ❑ . A sw iJl—1 : S � ! 9ND O § 4..r a aVY 4 tells' X1 7-1 �• 4 \i €, Ihl w 44 W ab N' a!a YY 1b Va' rio 4YW s 3 K ARIOTIS RESIDENCE �s mien Isweo wa S�BOX 65 PIRATES COVE, OSTERVILLE, MA eusnW�Pmmff ��c sii S a cho,.Ll_,C PROPOSED RESIDENCE P�a�aa N'a yr Bb' "Iw 412W 55141 VW 4']L8' Id9' Sd kw {p o rn I i I ' • I l ! , • O £ Ilk z i s ! 1 ! jil " I ! ! iI IIII i I 1111 i ' I ? t 41 3 Is ! , I III jiII� rr-6 I I svr � i xlve•?xlve• �' i + I i I , awwa•FT i I I _ !Lllllil. i.,!II IIII� II'K�,IIif111i� 1 1 I il,l II !If III!7i i I ( i sews ❑ I u Ililil flli ! i l D$970 11 1 I , ❑ D&siim I I IN i If I. fn111-0 sle A i l l a - :i b sa y o - r I I 411 , - 5 � I � I I ! I � I I•. I � � I ., f I � �_�� `#(�i' ���1 s�.: � : srw ., I a -I I I ;ib 5/4' S VY���Bb Vl' _.'-A'',R Is E} i I vr; ww aw; ! k! ,�r B'4 l lII li II ,i .. *avr -I Sri l ' III ! i ` Il IIl ! i !! •. m ! It 1 , I ( i tll• !Jill gb l III , wilil�lll i!ill! r i II str s OIL j_I-T 9„m 4 i m � a' ! aqua• .�. �,I! 9a i , � ; �_ ' � 17 �� I•y,*R*Ci j�.li1!1, s4 11 ii 1�'11n7' nl jllllil ' i ) �i Iilli � ! I lil m! 'I , L f ,I I I I L_ I 1!� I I ! I I 4 VY 4L7VY .o' IF]Va• 44 v4' BUJ VY B 1 yr re uB' ro sa u4 � s DATE DESCRIMSUIEDP'OR \ANDBOx SECOND FLOOR PLAN KARIOTIS RESIDENCE n2a1B SCHEMATIC DESIGN REVIEW J mean LSAIED FOR WILDING PERMIT —A—vz aA 65 PIRATES COVE, OSTERVILLE, MA Design Studio,L.0 0 N PROPOSED RESIDENCE 1. t sa s- s T. V&617A { i r } snn � I r i , m i Y--1 VY *4f B-4 ff TW t 44 VY IN YY 1-W a4 ff a'-4VY N,1Iff { i it { t : ry g Q — — -- --- 1 i a : : : , s CA. a r L1(4 r , A Li H , - +- 1 1 ; r -�'_'" _ +III MVP 44 M - 1w .I'll 4 VYlz 5w IF2 W' 14 W' m zi _ ra I a u�a mo• �'`� - v�r - sn W; ,?: F I I � I I I � I i 'm 1 �L.:J Sa-fI � - f $ Nl t- - IT ------ -- ----.- ----_d --------- `--- ---- .. ------ ----- --- " I{ I t ! ICe r ( rµ' Q � , , 11r ! `ill --- ' f Y : 6'-0 W' g z 4 x ul { 4.x 8 § 1i -- nt8444' i; 4 9f4' m VC di 1W BUY J`'. 9 VY j Sty i 5 + • -____ - 's I ---- -- � _ - ( k ; 15 W-W } t ` 5VY AN xa SWtl'a �a FIRST FLOOR PLAN B KA SCCHa%nC DESIGN RREVIEWRIOTIS RESIDENCE DATE D SANDBOX 777.2.76 HEMATIC 01111TI ISSUED FOR HORDING PERMff- MMA SECOND FLOOR PLAN B 65 PIRATES COVE, OSTERVILLE, MA O Dcsy6n Studio,LLC W PROPOSED RESIDENCE ----=---------------- BK we YP. :��___--------_________7 . Q - t r z DEL 6 m env OIL STW -It 7 , cl P FOL5 a Z aY3 cPr,,_m 1"3/0 � 6'3' 3�6 3/4' MAM THIRD FLOOR PLAN A KARIOTIS RESIDENCE 1=1 DEmERADDN SANDBOX 12216 SCNEMA79C DESIGN REVIEW- 01.795/ LSSUED FOR BUILDING PERM IMMA 65 PIRATES COVE, OSTERVILLE, MA � Studio,,L O L�G59�11 tLi 1� LC,A PROPOSED RESIDENCE 70 O - O -U rr----------------------------------- � t Z ------------ CU ------------ ---------- ---------------------------------------- - ---------------------------------------------------------------- i . - '- ___ _________ _________ __ _______ _ ______ ________------------------------ __-__ - T + --- - E N U V r O , O • r n ,��a- .o. �.�s �. z.. m�: �� ...�o�• �_�: ,.:. .vim -- .��, a,. 3 - � ti.rmmo� .:��, k�.m-e+n-: ,;.eare.�.�r .:;uom,awa-ry .. 3,,..o.d.: .�aaw: .�,�,za� ..,�.��<�•..:� 1A Ole 98-0 W THIRD FLOOR PLAN B KARIDTIS RESIDENCE Dab DC "" SANDBOX 1I12M SCHEMA77C DESIGN RBVIBW VOW MJW FOR BUL MG PERMR 0 DG-'Sl$I1 ROOF PLAN B 65 PIRATES COVE, OSTERVILLE, MAStudio,LLC PROPOSED RESIDENCE PD. AOM3 � X=QJS�NET A A Ix Ix I ----------- ---------- G qj g§ �x g� � r'� • . xk , ----------------- d a Z ---------------- D , O L � zI ------ } , a I gig I' , I ,._______ _____, b b -I - 30_ 14",14• 44P 4dVr ----------------- I , II , -____---'----- i 611 VY 1V4 $ EY4 A' s ---� Al ;Fli i commo ;1 NIT/\ -------------- :]� z -� O p m" o -'I-- ---- -' . .-- -- 1 pp Y A tr 410 IW 4V4• -T-0w - _ _- �x---- ----* ---- ------- ------ t D I , ---- ------ 29 z I 1- ,� u -- ------- ------- ---- ----------- - z - Cirn A ul 4b'9 V4• 1"sw 84 VT DATE DESCRIPTION: - FOUNDATION PLAN A KARIOTIS RESIDENCE t6 SCNEMATKDESIGNREVRW SANDBOX ■� 01A17 IS.AIED FOR BUILMG PERM OO 65 PIRATES COVE, OSTERVILLE, MA Desi n studio,LLC PROPOSED RESIDENCE I GENERAL FRAMING LUMBER t CONNECTORS ' -----_-------- v -------------- ALL 9 O O I. STRUCTURAL DRAWINGS ARE TO BE USED I. =1'IN6 LUMBER SHALL BE KILN DRIED 19% :I WITH THE ENTIRE SET 6 DRAWINGS MAXIMUM MOISTURE CONTENT.LUMBER SHALL BE ..__.__.___... ____ ___ ____ ___ NO.2 SPRUCE-PINE-FIR OR BETTER. _________ ______________________________ 3 ____ ____ _ I, 2. ALL SAFETY REGULATIONS ARE TO BE y_----_ STRICTLY FOLLOYeD.METHODS OF 2. ALL FASTENING OF FRAMING,PLATES,SILLS, -�-•-------'-- r� CONSTRUCTION t ERECTION OF STRUCTURAL SHEATHING,4 OTHER WOOD MEMBERS SHALL BE - ---- - ! p_- ,itFE h---, --� v J Q MATERIALS ARE THE CONTRACTOR'S - IN AGGORDANGE WITH THE DETAILS SHOWN AND •T -' � A---' $, RESPONSIBILITY. MINIMUM REQUIREMENT5 OF THE MASSACHUSETTS STATE BUILDING CODE AND THE AFPA/AWC"GUIDE It § x S. THE CONTRACTOR IS RESPONSIBLE FOR THE To WOOD CONSTRUCTION IN H16H WIND AREAS DISSEMINATION OF ALL REVISIONS t FOR ONE-AND TWO-FAMILY DWELLIN65,110 REQUIREMENTS TO SUBCONTRACTORS. MPH,EXPOSURE B". :, .. o. I' n, 4. REASONABLE CARE HAS BEEN TAKEN IN THE 3. GONNPGTOR9 SHOWN ARE A5 MANUFACTURED BY c__________f i-y_____y_____ .: :, __________ _ PREPARATION OF ALL DRAWIN65 AND SIMPSON STRON6-TIE CO.INC.SUBSTITUTIONS __________________0_____�;___�_____,.._______ SPECIFICATIONS HOWEVER THE CONTRACTOR MUST BE APPROVED IN WRITN6 BY THE --- -,.-_-_-.__ice.._..,_.: SHALL CHECK ALL DIMENSIONS AND DETAILS ENGINEER.INSTALLATION OF ALL CONNECTORS 1------------- ----------------""-----------'--'--- --------- To VERIFY ALL CONDITIONS,DIMENSIONS, SHALL BE IN STRICT CONFORMANCE WITH THE AND ELEVATIONS AT THE SITE.ALL MANUFACTURERS REQUIREMENTS.ANY REQUIRED s 9.EV•9 ' I '1 i DISCREPANCIES SHALL BE BROUGHT TO THE CONNECTORS NOT SHOWN ON THE DRAWIN65 ATTENTION OF THE EN61NEER PRIOR TO SHALL BE PROVIDED BY THE CONTRACTOR AT NO Ail$ F CONSTRUCTION. ADDITIONAL COST. {v _____________ _____..._____.-.._-__-.-_-_--.----_.--_--.__._-________-_-____4,i I ��.._---------------------------------- --------_.__-___..._ __---_------_.-_______ S. THE CONTRACTOR SHALL SUBMIT COMPLETE 4. ALL CONNECTORS SHALL BE HOP DIP GALVANIZED I' .__._...______- ------------------ SHOP DRAWINGS FOR ALL CONCRETE UNLESS NOTED OTHERWISE. f"_-__--.. -----______________________._ I REINFORCING,ALL STRUCTURAL STEEL,AND _ BOTH CALCULATIONS t SHOP DRAWINGS FOR 5. INSTALL ALL FASTENERS BEFORE LOADING THE ALL MANUFACTURED LUMBER PRODUCTS t JOINT. o u THEIR CONNECTORS FOR REVIEW PRIOR TO FABRICATION. b. ALL EXPOSED FRAMING MEMBERS SHALL BE 11 DESIGN CRITERIA TREATED PER AW .2 PA G2/CN CCA 05 4 MEMBERS IN CONTACT WITH SOIL SHALL BE TREATED PER e R AWPA G25/G24 CCA 0.60.JOB SITE GUTS< ----'--------- ALL RELEVANT PROVISIONS SHALL CONFORM C THE BORES SHALL BE TREATED IN ACCORDANCE WITH i RELEVANT PROVISIONS OF THE MASSAGMISETT' 1 I' r STATE BUILDING CODE AND THE AFPA/AWG AWPA STD.M4. - "GUIDE TO WOOD CONSTRUCTION IN HIGH WIND 1. ALL MANUFACTURED LVL WOOD FRAMING FRAMING •�� W o S AREAS FOR ONE-AND TWO-FAMILY DWELLIN6, ILO MPH,EXPOSURE B". MEMBERS SHALL HAVE THE FOLLOWIN6 PROPERTIES AS A MINIMUM(PV), FIRST FLOOR 40 P5F LL 8. ALL HEADERS N07 SHOWN SHALL CONFORM TO TABLE 55025(I) o- 4•WrRM SLAB OVM - 10 PSF DL OF THE 2009 INTERNATIONAL RESIDENTIAL GODS ARIL POLY VN'OR B/Ff71Bi FOR ONE AND TWO FAMILY DWELLIN65,TYPICAL. 003e&OWAL7®STOW SAW •99 SECOND FLOOR 40 PSF LL 10 FSF DL 4. ALL POSTS NOT SHOWN SHALL BE EQUIVALENT TO A TIMBER 4 X 4 - OR BETTER. ATTICA.TORASE 20 PSF LL - PIT6N 9LI8 TCMW6 BARP62 Lu 10 PSF DL - - DOER OP 00(B•TmAL YdR E=2.OXIO,FB=2600,FV-240 a FROMH5H T�Rtr W LOA Pain V ROOF 50 FSF SL ' 10 PSF DL 10. ALL PLYWOOD SHALL BE APA PERFORMANCE EXT.WALLS 100 PLF DL RATED CONFORMING TO THE FOLLOWING MIN. z REQUIRII-TENTS, O (V - INT.WALLS 80 PLF DL �I FLOOR- q"5TJRD-1 FLOOR T66,EXPOSURE I,16" Lu DECKS/1-ORCHES 40 PSF LL SPAN RATING j V 10 PSF DL - IN NSHEATHING- °EXPOSURE I,16'SPAN �,r w STRIIGTURAL STEELf^ v, Lu ❑ I. DESIGN,FABRICATION,AND ERECTION SHALL BE s, u) IN ACCORDANCE WITH THE AISG STEEL ROOF SHEATHING- e EXPOSURE I,16"SPAN - W CONSTRUCTION MANUAL,LATEST EDITION. RATING a O ui RU 2. 5TC7URAL SHAPES SHALL CONFORM TO THE L FOLLOWIN6r CONCRETE • WIDE FLANGE MEMBERS ASTM A992,6R.50 •9s'-4 I. I. ALL CONCRETE WORK ANDEu ° 11 7---"'------------- r I! Q CHANNELS t ANGLES ASTM A96 MATERIALS SHALL COMPLY WITH I 1 -_---___-_'-_-----_--_.__.__._____-...--" U O THE MOST REGENT VEERSION OF H99 TUBE SHAPES ASTM ABOO GRADE B THE"BUILDING GORE RIAUIREMENT3 F OR STRUCTURAL F(Y)=46 K51 CONCRETE(ACI 516)". w O S. ALL 45ALVANIZIN6 SHALL CONFORM TO ASTM A129. 2. ALL CONCRETE SHALL HAVE A i �� d MINIMUM 28 DAY C-CMPRES51VE 4. BOLTED CONNECTIONS SHALL BE WITH 1416H STRENGTH OF 5000 PSI WITH _ STRENGTH BOLTS IN ACCORDANCE WITH MAXIMUM 1 INCH AGGREGATE t 1 ~ --- -------- ------------------------------------------,----" a SPECIFICATION S FOR 51RUGTURAL JOINTS U51N6 AND MAXIMUM 6%AIR ar c' ASTM A525 BOLTS. ENTRAINMENT FOR EXTERIORLn CONCRETE EXPOSED TO 1 - •--•---------•--___ ,.----_ N OF 5. ANCHOR BOLTS SHALL CONFORM TO ASTM A501. MOISTURE. _ - :.__....__.._.._.-_-.._...........:._..---.--_-_-......_.....-____._..-� I MASS , I AND SHALL BE INSTALLED AT 52"O.G..MAX 3. ALL REINFORCING SHALL BE 1 1 DEFORMED BARS OF NEW BILLET ` b. WIELDING SHALL BE BY SHALL BE N CONFORMANCE WITHANS DELI RS AND A619,GRADE 60.STEEL N6 TO ASTM ° . ERIC J. N CODE FOR WELDING IN BUILDING STRUCTURES, LATEST EDITION. 4. CONCRETE COVER SHALL BE AS �, CEDERHOLM m FOLLOWS: iV° w-q "'11', O STRUCTURAL 1. COIUIECTIONS NOT DETAILED SHALL BE - 24''r y DESIGNER,FOR THE LOADS SHOWN ON THE NO. 38962 DRAWINGS OR THE LOADS GIVEN IN THE A)5'AT CONCRETE PLACED STANDARD LOAD TABLES OF AISC FOR THE AGAINST EARTH SPAN,SECTION,t STRENGTH SPECIFIED. B)2"ALL OTHER LOCATIONS •O 6. ELEVATIONS NOTED AS*TOP OF STEEL°REFER - 5. NO HORIZONTAL CONSTRUCTION �F - N TO THE TOP FLANGE OF ROLLED SECTIONS. JOINTS ARE ALLOWED,UNLESS - >OON T. ` Lu SPECIFICALLY SHOWN ON THE Z OINED IN FOUNDATIONS IR WRITIN6 BYNISE,OTHE ENGINEER. O 1. THE ALLOWABLE PRESUMED SOIL BEARING Q z CAPACITY IS 3000 PSF.CONTRACTOR SHALL N. O - VERIFY PRIOR TO CONSTRUCTIO 2. FOOTINGS SHALL BE CARRIED To LOWER B A S E M E N T F L O O R P L A N - B BGPLE,I/4•.I'-O° Q ELEVATON THAN SHOWN ON THE DRAWIN65 IF REQUIRED TO REACH PROPER BEARING CAPACITY. Z 9. WALLS ACTING AS RETAINING WALLS SHALL �_�WI O N NOT BE SAGKPILLED WITHOUT BRACING UNTIL ALL SUPPORTING SOIL AND STRUCTURE ARE IN PLACE AND ADEOUATE CONCRETE STRENGTH HAS BEEN REACHED. STRUCTURAL ENGINEERING BY: • 4. COMPACT ALL FILL UNDER FOOTINGS AND �11[`•'��171`� ���� SLABS TO THE SPECIFIED DENSITY AND � VERIFY. C►�L+ � ICf � i S100B uaco�aaar�u • - .�-• Mak's Bath .: �------ --------1 �; „. ,.� � r . The Karotis Residence . --'-----'----- ""----'-"- Pi,atc's Cow Ostervttle•Massachtlsena Marv's Dressing Patrick Ahearn • Architect ® Cl.. - i MasterB°` Ahearn Schopfer&Associates 617.266.1710 O awl noo 13 i Boston•Mossachusctta FAgartown•Messachusens N .. ........... Bedroom#1 a #1 ' - Desi n Development Is••s^a I7-0^ --- Master Bedrooia s`•' tmuswtgmwwnuyr� i September 12,2008 Proposed Second Floor Plan , ® ® Drawing Scale:1/4"=P-0" • r. \ ` Optional Master Suite w/Fireplace + Mechanical oz. Nicha t UDDer Lan Laundry - - - Hoch moxs II Bedroom --- --------I-------------- w+"mww scm wi o�ie-rn.oc sue ............................................. . _ Mak's Dressing ... ...... D�a,a�xeaahoem 4 1------ --"---_—_ Mak's Bath UP _ T ------------------------ u Bath#4 " .• Merv's Dressing ------------------- .... .. .... I I 'Maste[En ...::'::::::: use"'i elwa . op.. .� --- - ow Mary's Bath gOU Dv . ' Bedroom it4 ® , - u•-0^. Deck ...i ... ..Crodaarpico,uspneow :...., pqn,�. .. LEJ Y ® ! T I= ® 1----- -- i ................................ r ............. ..... .....:... Soot � •g$ r... ................ Bedroom Master Bedroom._......-..._.-- .-.___._ - y _ - i: ... .... ew"lo�b B.I. _...... " .. .. (full hcl�n wall pmrclinyl ® 1 1 Bath#3 i i ? .. ... ulio-ln Booka ..... .. Bwh-In Back �. i -or � t Cobbled APM \ The Kariotis Residence Patrick Ahearn • Architect Ahearn Schopfer&Associates l 617'266 1710 Boston Mostsl dgartown Mossoehoseus ,;3•sa 4 \ IfiY!e.E) •�'.61i.10.0.. ,•��•' Design Development September 12,2008 iV ', �................ ParktnR Court \ (eaalmPlen) Proposed First Floor Plan Drawing Scale:1/41' 1'_On \ ` Square Footage Totals m 3rd Floor: 1,120 s.f. •�el:lo's ef:9.0 - .y �' _ 2nd Floor: 3,715 s.f. ap 1st Floor: 4,140 s.f. a'd"nemmnswea Gross Total: 8,975s.f. i Ifs owwr�j °�- Mechanical' ,y`atifY- Do om Mud Room � El:15.0 Do �01:13.3 _ I I , Covered Porch Powder Roomebl4 '5 Butler's Pantry :. R4— . whm avow Dining Room °a''•� e��If IT-0° 16'-0" v I"'�I Pmleled Casad:: :Paneled Ceadl' - ••.. .. .. I nPrm� . : ^i^B ..... .. ...1 i :: Pofle^t33aon E . : a16S 0'. ... . - .. Uv•....: Naod eeme ecoJa...... -'.:� :. - ` Ref wine : ...... .. .. D we. Hoakcma Seel Baolo;ua - ••••. 1 Her ............. ...... _ .... ... .. '- Coete I1 :: .... .. .... .... - :: :.. B di taHCnim.. ..,iheploce .. Bula-Ie CnWa .............................................._.•j ... .... .. ... ............. .i 1 �.... -. ......... ... ............. — PAR. + Csud,ewme Above............. It ...j _ __---____ HWh ti Plrepi a "'T -BNI1 .. .... .. ... .. ...Bandr'otDOot - - ..... mnM . Ix-0 x18-0"- �. � nt Sin Ilr-Ib�to •r Cn Morning Room :FP. F.P. Screon Poroh t me PIrcilice Adult T.V.Room Kitchen pit . - . 3'-0'�Pocktt /1I1I I1I 7•—1 .. ............. .. ..... ....... ......... ..... .. . .... .............. ... ...... ...... •. .................. ... ....mate Daol. Greet Room . : Gallery i 1 I ' 3 j You tvMl -eaoB) Pene'eQ Coed (hB hdBNwell Penel6lg) ----- x's A•x Is�-o" �;: oven as ... Breakfast Area 8aob �. Haok: _ ...... ........ .. .....Mom.......... ' j i.... Beerm 8 �. Paneld Ce Bulh.ln Ben9uets ... >� ' opeebts .......... .............:.:....................: ........ Terrae ....................:.:............... Covered P•o"oroh Covered Porch ........� ` _ a • � t : The Kariotis Residence s t • /: . . ,. Pirates Cow Ostmille•Massachusetts '. / \ v Patrick Ahearn Architect Ahearn Schopfer&Associates 617.266.1710' + Bostoa••Massachusotts :Edgartown•Massachusetts Design Development September 12,2008 Proposed Third Floor Plan Drawing Scale:1/4 1'-0" • • x r: . •Y - ♦ .. .r .y a k. w tea.. 'r -.. d- '• u -_ r • J ' r • • :.r •. - - - W<: .. .. :. B ebrow Window , - . a • • , r � � , � � •p' Bar N.. tlWit.in OoyEed tlma-fn Daybed I^ T� s , lµ 1 Office Bunk Room -. -. - - - y �. ... I _ Beth H4 . - :. Upper Den ... »o . B,an.m onybea r � - _ { aulH-I Mtdin - • Limn - • r _ nI s e t_D_e. r - ---- s ° r �. R Final Locatation to be LONE. Vent Determined at Time of Installation so RF-1 DESIGN DATA-HOUSE NO.67 SEPTIC NOTES as to be as Inconspicuous as Possible Single Family-3 Bedrooms 1.Location of Utilities Shown on This Plan Are Approx.At Least 72 Hours - r .x �Y• , Area (min.) 43,560 SF No Garbage Grinder Prior to Any Excavation For M Project the Contractor Shall Make Finish Grade Daily Flow=3 X l70 GPD=330 GPD the Re Notification to Di Safe 1-888-344-7233. • < F 87,120 SF (RPOD) g ( ) Stab `� + •-s e> `. ,'- , Septic Tank:330 GPD x 200%=660 Gallons 2.The Contractor is Required to Secure Appropriate Pemuts Fmm Town PEA "" `1 m-• ,„„t € €P'. _... --- , .. i -E. EI ,.. jx 1 4 y i -../gyp,,""`,,,• w`�' g, v 4 Frontage (min) 2 0 Use 1,500 Gallon Septic Tank Agencies For Construction Defined by This Plan. _ .r, ,> F.G. EL. 5.00 F.G. EL. 12.00 3' Max. 3; ::.E .. ; °° I (, ._.1 <1: .: ' E. Width (rain) 125 3.The Water Line Shall be Constructed in Coordination With 9 Min Compacted Fill Filter C LEACHING AREA COMM Water,and Shall be in Accordance With 248 CMR 1.00-7.00 See Note 4 (typ.) Fabric �� ,v. )' - • �'•'" Setbacks: 330GPD/0.74 446SFR d .&310 CMR 1500 Sidewall=212'+25'2'=14�8SF �shedGrade(6Required). And/Or .. Fran t 30' ( ) 4 CovelrOv Pura Shall beCasttIran.ofcz�z 2" 1/8" - 1/2" Bottom Area= 12'x259=300SF P F -SEE NOTE 7 (TYP.) �° Pea Stone Side e 15' 448 SF Total Provided 5 All Structures Buried Three Feet or More or Subject y' •" tb ..;rev _ to Vehicular Traffic to be H-20 Loading.It is the Engineer's 3' _ > 8 Rear 15 Recommendation that H-20 Always be Used LEACHING Daub Wash n LEACHING CHAMBER DESIGN EL. 4.00 Double 6.Septic System to be Installed in Accordance With 310 CMR 15.00.& Top EL 11.00 <� �' CHAMBER S .,,, <,,,,. ..o,•.'.. ,,., E '<' ,,.`.„< .3` ;Yc_ All Pipes to be Schedule 40. Use Installer TO EL. tone WIN, 3 ,.s'`I 'a' 4 �y;, sP 4 •+'{j. ";, -•`�< 2-500 Gat.Leaching Chambers in a 248 CMR 1.00-ZOO latest Revision and the Town ofBamsmble 1000 Gallon D-BOX g Board of Health Regulations. Confirm Prior E m EL 10.23 r 12'X25'WashedStoneFieldsaShowc. To An Work 1500 Gallon Pu p Chamber\ , OVERLAY DISTRICT■ ZAIIPipingtobeSch.40PVC. Y p g � � , au t� ■ 8.Inlet Tees Shall Extend a Minin um of 10" Se f iC Tank wet°p o°red/sexed EL. 10.00 L each in I 4' - 10' """ „ ;�' Below the Flow Line. w/Two(z)caste ar approved secant Chamber ' - Wote proo/ed/Sealed FIOW Equilizersi 12' F■ '�-gyp sx `^ ,, a:: ..'' cxs AP Aquifer Protection District 9.An Outlet Tee Shall Extend 14"Below the Flow Line, w/N.(2)Goats of Approved sealant S equlred t. EL. 8.00 „� ,a'i' •� ..s:�''ate '4c' '" ,yPX ,•: i': and Shall be Eqmped With a Zabel Filter or Approved Equal. _ az � AS Shown On Plan Entitled If Encountered Remove & Replace Cross Section Of Chamber " All Unsuitable Soils Within 5' of Revised Groundwater Protection . w ,,. o Not to Scale a (? „ Bedding,"T"s, & Baffels The Outer Perimeter of The System N Overlay Districts - April, 1993 10' as Per Title 5 Min. (See Notes 8 &9) o e i t 1 10' Min. - Slab EL. 1.80 r F, 20' Min. - FoundationCO No Groundwater FLOOD ZONE: PERC TEST:10,895 see Test Hole 2 Zone All, A 13, V 17, Developed Profile Of Proposed Septic System CO LOCATION MAP. B &' C (see plan) PERFORMED BY:PETER EVALUATOR RNO.2376 ENGINEERING SOIL EVALUATOR NO.2376 Cp WITNESSED BY:DONALD DESMARIAS,R.S.-TOWN OF BARNSTABLE Not to Scale Scale: 1" = 2000'f Community Panel No. MARCH4,2005 Cal #250001 0018 D TEST HOLE-3 EL.12.0 TEST HOLE-4 EL.12.0 24"0 C.I.cover Jul 2 19 92 O LAYER IOYR 211 O LAYER 10YR 2/1 4^m son.4o pvc 24"0 C.I. Approved Equal Co e'r Fi Or ASSESSORS REF: _ y , BLACK BLACK From Septic Tank Rim x Cover / 6" ORGANICLEAVES 11.5 6" ORGAMCLEAVES 11.5 1 2"s Got.•.P/e Map 51, Parcels 7-1, & 7-2 E A R YRS Locateu FnnoatSu°pri Jnction Box BROWN BROWN outside or rank 19" COARSESAND 10.4 M, COARSE SAND 10.5 Conduit ru amber For " / l Bj L - Power dr loot Cables Gal,. hai For Ora. Pura Power&Float YELLOWISH BROWN YELLOWISH BROWN To D Box Cables Installed in Accordance _ DIRECTIONS• Eme enc Stove Min 2'Co er With Federal,State&Local i. D-Box A21 22' 27' COARSESAND 9,8 2q' COARSESAND 10,0 oume o Bldg.&Elec.Codes Min.2 Cover / , 40' B2 LAYER IOYR 616 B2 LAYER lOYR 616 At arm on FL t 70 MercuryFloat 1 i / From Hyannis take Route 28 toward Osterville. switches-Jftegd 4`2" O BROWNISITYELLOW BROWNISH YELLOW 43' COARSESAND 8.4 39 COARSE SAND S.8 Lead PumpOn EL 1.20 Pura Tank Sch.40 PVC / I Take a left onto Osterville West Barnstable Road / Pumps Off EI.0.60 Secure Pie at To & Precast and follow to the end. Take a left onto Main Street. LIGHT YELLOWISH BROWN LIcxTYELLowrsHBRowN rlto,nol--a- 20Sch.40P,c Chamber / j 15' set oak COARSESAND COARSESAND mreaded Pipe B•-2" ;" _ - - t"> / l NO GROUNDWATER ENCOUNTERED 1/a2 H.P.Myer PumO Take a right onto Parker Road. Take a right onto So" z$ prove qaa 20• 25GALLONSIN<15MIN A20 S 81'33' W West Bay Road and continue as it bears to the Battam FL-175 /� 120' 2.0 121 1.9 - ': T -�---1.00a Gallon- _._.._. -__.. ----- .�. -. <2 MIN/IIsr left and becomes Bridge Street. Follow over the drawer } - __- - - - - - -- - 369.7T' Al 1000 Gallon 6 washes d l Pump Chamber Plan View bridge to Oyster Harbors Gatehouse. Go left on Stone Min. / i 1 Pum Clhamber Section Detail Oyster Way and follow to Sea lilt River Road and left P Not to Scale A19 r on Pirates Cove and house lot is straight ahead. Not to scale __ -- -- l / Cleary _ o / / Barbara 72103 _ _ -- -- -15'Setback m n rn o oc (REMOVED) / / / 1\ / C 5¢, __ n o o ti PROP. SEPTIC TAI�K & /' A2 115• o.�a / PUMP HAMBER W/'Y" / i" \ \ r A18 �1 o- ° D 2 0 ; F.M.TO D-¢bX 1�NnNIp o ONyOf^� ' ' � ' / / �' _ - Setback I I N / i _ _ - 15' I Lot l o fl ° � 0_ ! 10'A VELOCITY _ - 1 / / / I a Q J ,' / _ _- - j i I 1 ,. / �' I J.I DESIGN DATA-HOUSE NO.65 6\ o n \ N oo�1t / l' / /' DISPERSION AREA - -_ _- - \ / I / i / / i N 1 N ii \ ai o ( \5-10 LB. STONE I Single Family-7Bedrooms j I \ ' m s. ; f` Aor/F� /' E W. 13.0 No Garbage Grinder CD t \. � ( /i ;T'0. -.-- • � 1 /�qt I ✓ { f j / I t / ,'/ ' I Daily Flow=7X 110 GPD=770 GPD I I Septic Tank:770 GPD x 200%=1,540 Gallons r - �. Q 1 it I I / Use 2000 Galion Septic Tank %J, I _ j i / 43 I U) I t 1 Wetland Resource Line ! i I / t !r RES S N 1 /� / \ ER / r'' I LEACHING AREA / I r I f f /' Q °j // \ Sidewall=2(12'+6392'=300 SF w �?_ I / Q) Well ta. Re b ENSR I C`CC 77ocPD/o.7a-I,oalsFRequred i ! 50' \ -�y_ --�_ I op� i 9� -y 1 I r �° 6 ( )__ Bottom Area- 12'x 63' 756 SF ' \•r ` \� I :�. -1 I / - l ! t t 1,056 SF Total Provided r 68't i\ ` \ / 1 A4 i / ,� / // 05 LEACHING CHAMBER DESIGN \. '\ _ `.\i� `` h r / / .•"° o j / 1 1 i i �Q 5. All Pipes to be Schedule 40. Use \•'�. - 1 j Wetland Resource Line O r RAGE D TO I , r/ / ! , QR 5• 1 1 7-50o Gal.Leaching Chambers in a as Flogged b ENSR v I E REMOV \ 99 y I Q r A 16 / / / Ol ._- • }}} � ' J 12'x 63'Washed Stone Fields a Shown. Pl„ A E TA ! / ,' ., I W I `,, / /& Or,E . On '` \� P�O�P\� 2•....,/:__..E _... :_�..___.._ F ' ' ■ j / / Ir /�.� ROQ06*1 / St Et \ \ \ \ /p \\ l R�\QOER yd' r/' / / •/ , / / r / �R! r Q A5 5EPM6 8(d� .Is / // /i ,%, A151� / ��0' B.EE SET NAIL 14'0 BAC ` tk�'T� \\•, B2 SEPTIC NOTES B1 + i / / ' S 1 Approx.AlA 14 t/ t / / / 5 2 � I.Location of Utili@es Shown on This Play Are vex.At Least 72 Hours \ -po j / f,' Fj Prior to Any Excavation For This Project the Contractor Shall Make 84 -o \\\ j / {/ ,r >> / \�\\\ \ / / �, ✓ \ . ? / J tl f the \ l I / / r / , r \ e Required Notification to Dig Safe(1-888-344-7233). 1833 / / /' j X 2.The Contractor is Required to Secure Appropriate Permits From Town \• `\ \ /` �'' C"t I \ ' i I rr Z 1 Z� 1 t ,// !.. / ties For Construction Defined b This Plan. \ t / i / 3.The Water Line Shai be Constrvctedin Coordination With I / / \ �' '. �/ / i / �! TO ABBUTTER'S O Q B34 B n A6 I I / l SD;, \ / j//' / / ARAGE S.A.S. PERMIT r Top O t 1 `\ J ' T x,r'� i / I / / j e yH_3 NO. 98-232 PERC TEST: 10 894 COMM water,and Shall<e in Accmda'ee with 248 Cvm Lao-zoo \\ �:' i N k / , .} f / \ i / / / �,: \ / //// TH-4 e &310CMR15.00. Coastal Bank \ \ 'T� t 1 1 I / / PERFORMED BY.PETER SULLIVAN,P.E.-SULLIVANENGINEERING i l \ \ `� /l ✓ .p 1 t \, f / 835 % / 1k > 4.Install Risers with Cover to Within 6"of Finished Grade(7 Required). i+,,\\ \ �,;�,`, , y / J % f I \ /' / �• / >_ SOIL EVALUATOR N0.2376 - Cover Over Shall be Cast Iron. Town Def. �' / o j / j , / / • g Pew i / ,' / { WITNESSED BY:DONALD DESMARIAS,R.S.-TOWN OF BARNSTABLE 5.All Structures Buried Three Feet or Mom or Subject ( ) A 13 ' / / . / 0 k MARCH 4,2005 g r' m Vehicular Traffic to be H-20 Lo It is the En ineers Recommendation that H-20 Always be Used. „/, / 5' k' TEST HOLE-2 632 j ^ "'\ 5 TO ABBUTTER'S MAIN TEST EL.12.0 EL.12.0 6.Septic System to be lnstelled in Accordance With 310 CMR IS00& (0 \' \\ \'\\ •\ j / /�. ?'\ t j , / `t ' S HOUSE S.A.S. PERMIT O LAYER 10YR 211 0 LAYER IOYR 2/1 248 CMR 1.00-7.00 Latest Revision and the Town ofBamstable Stone G \h xl� / 1 I L O t 3 I e c ` NO. 98-232 t0 "�< / 106' BLACK BLACK Board ofHea]th Regulations.5 I / / '•-. ._i X / O ORGANIC LEAVES ORGANICLEAVES 7.All m to be Sch 40 PVC j r, i I ".. . .. /J f 3 11.8 4 ]1.7 Piping ;,1• ,7 / �! �''i \ t i I I / / / p°j,40 t O /! /�- .` E LAYER OYR 5 3 8.Inlet Tees Shall Extend a Minimum of 10" B31 /B7 O� l / S r,' ` Q Oq E h/ i �./' \ _- _ BROWN BROWN Below the Flow Line. 17" COARSE SAND 10.6 16" COARSE SAND 10.7 9.An Outlet Tee Shall Extend/9"Below the Flow Line, �l• `1\ �$ \ .o \ r /�, I I i / t\f / >.i / 5 and Shall beFquiped With a Zabel Filter orApprovedEqual. B30 �' O g� i t c YELLOWISHBROWN YELLOWISHBROWN t B8 l j \ `�/ \ C e( 26' COARSESAND 9.9 27" COARSESAND 9.8 e fp / Al , I B2 LAYER l0YR 6/6 B LAYER 1 OYR 6r6 Gt 6 BROWNISITYELLOW BROWNISH YELLOW COARSE SAND COARSE SAND �,c , �l \ ..�' i/ % I f •�i •T. \ , \'' // \ \ ter 1` •� �,� // i `..,_� 5F, OQ 6�I 0 5 40 8.7 42' 8.5 Vent - Final Locatation to be Qoo1 QRSP e� \1 Determined at Time of Installation so 1, 0 0 LIGHT YELLOWISHBROWN LIGHT YELLOWISHBROWN B29 �. hutof \/ , \ QR / as to be as Inconspicuous as Possible \�\`Bank �" ! ,' ( \ ^\-' •� 0. COARSE SAND COARSE SAND 1 y' Y, S��' \\ �6j ! / F.F. < NO GROUNDWATER ENCOUNTERED �A11 25 GALLONS IN<15MIN \ ' o A c� o �� / g 15 \/s^ B.- . Y LQ °c I y. . zMBaRa \ w ��o o o I 25 �B28 S �A16 ti ���. / ! r 12o z.o 122 1.8 \` o �r ems, I I 660 \ e/b�.� �� 67 �� 1 / F.G. EL. 9.00 Na S g9 �� B1 �. •'� gas+ ` 6 // o F y e r \ rvcow\. r y7� 1 o I 0 168 -b \�� "� �Y ! 0�� sir �/ See Note 4 (typ.) I Lot 2 \ 6 , ' e G(o1n o of f 9 Z \o - oo' ' j 0• 1 B25 B27 / 5 , oo� _ 1 '1 (• I �� �,\ SEE NOTE 7 (TYP.) Bll Top L. 11.00 Installer To EL. 10. 0 ?4' \ / Confirm Prior E . 7.0 1500 Gallon D-Box EL. 10.73 ' E \ o 0 0 6 Pump Chamber I� d o o \ I B24 Wetland Resource Line (� \ 0�j / To Any work 2000 Gallon .- 5� \ } Q• �'> ! G' \ �. aJ / waterproofed seated � r::M»r ':9 as Flagged by ENSR 814 ' / Septic Tank / EL. 10.00 Leaching Two(z)coats or A Chamber Approved Sealant Waterproofed/Sealed Flow Equilizers (2)coats or Approved servant As Required "•v of E :8.0 1f Encountered Rem ove ae aceB2J [ f 1 � r All Unsuitable Soils Bedding,"T"s, & Baffels The Outer Perimeter of Te N 10 as Per Title 5 D 3 Min. (See Notes 8 & 9) a� t f \ \ ` 10' Min. - Slab ,; o' re undwater O O o \ } \ ° PROP SEPTIC TANK &. / L..1. Q\e< 9,-5 i \ \\ PUMP'CHAMBER W/2" B18 / / i 20' Min. - Foundation e �� 1 ` \ c� B22 j � �� eTest Hole 2 i `\ \ N F.M."TO D-BOX l 0 t m n ``o \ Bank• o \ ! \� a "s �` \off - 21 Developed Profile Of Proposed Septic System t o c� \ \ \ . / 1 `, O ` `''� \\ \ \\ EX. D 0 ~ i l Not to Scale 02,/20/18 vpda�e Septic Tanks for #65 O 12 0 4 a \ 0 RAEMOVED'&REAS RE DI ETARBD D /r ! \ae \ / 12/12117 ✓I/ORKINC PLAN - SEP HC TANKS \ \ \\ 1 •\ \ \ e,\� //' ,� 24"0 C.I.Cover 9" (4.i\5 \•, \ \\\` F9�Cjti-R��•o�iOf \\ ti ��5Q J.� �E�G``c''`'f/•/ 4 r Min. Fntshed F0om 5 tc TPoVk Cove, 2^0 Cl. Approd Equal Grade ft -e p e Finish Grade _ 17/107// 7 p✓CRKI G PLA N For Float Support L Outsid nofTo'. gn Max .<. Compacted Fill 7 'WORKING \ %moo q \ / � Q Gadait hu amberFo p Filter 02109117 I FLAN O�G Power Hoot comes Fabric / For Drain Pum Power,k Float Cnfrol '9 awes Metalled n Accordance Add Lot Area Calculations \ his T! o \ t / Emer era seas nv ssB To D-Box _ And/Or "C,.," O� \ ° _' - .name a Min.2 Gaver With Federal.State&Local To D-Box _ / / 01/25/1 7 To #65. \ ,• Bldg &Elec Codes Min.2 Cover 2 1 8" - 1 2" E \.\ At-On I.4.5 Me nr Float Pea Stone Landward Edge \ o , r'' a \\ \ \ / Switches-3 ftegd s-o 0 3' i� / / Revised Dwelling & Drive Coastal Bank �\ \ O Lead Pump On fl.4.08 Tank.Sch.40 PVC / LEACHING `' \ Pam e orr Ei.ass Double Was112 d12129116 To #6as Flagged by ENSR 1 ; \ \ ot secure Pie at r Precast Pum CHAMBER/ µe o air,o m a12PO saneao PVC chum a Stone \ / p('i -_:;_Pip Pipe y t o / T �� r✓< t 2H.p.M opera . Update Datum And \\ 9F \ \ //�oac �, �� Lawn v° q° 02110116 Eleva-/Ions to NAVD. \ FJ S Bottom EI. 1.75 r 4 - 1O" ono \ \' //'� 5�50��I 12' Proposed Deck Extension 1500 Gallon W h. 01/26/16 To #67. Sf°°"M,n. Pump Chamber Plan View - -� Pump Chamber Section Detail Cross Section Of Chamber 2005-2015 Revisions Removed W z o o Scale� Not to State Not t S / Not to Scale vA3"rn .. E }�t♦'..;,„Y t •'1s,:r- ,m «" '. J -.„ ,S .., 11e-""a,x�€Ii .; e.: ,. 17.F.,.,1., sdr- \ •f \ ,.7T Y ' Bank`\. /� SURVEY NOTES: PREPARED FOR: PREPARED BY: T1TLE `\ Pro used Overall Site Plan co cr `\ W w w \\~' ............ ' 1.) The property line information shown was C I �°" Michael A. & Mar C. KariotisP--%Sury '` tom iled from available record information. c� Engineering Q /�LEACHING ` Y LEACHING \ ' \ P Engineering& & Septic System � 4 Hil ari to CIrCI e Parker Road CHAMBER � \. 1 CHAMBER `, Sullivanu 1 1l1 Consulting,Inc. Osterville MA 02655 2.) The topographic information was obtained X Belvedere CA At 4� 12' T 4' 4' 12' T 4' �,� ' from an on the round survey performed on (508) 420-3994 (508) 420-3995:fox '1 � g y p (5oe>428.3344•PO.soot 659•7 Porker Road,Osterville,rNa o2655 �• // seci®sullbanengin.com •www.sulfivanongin.com 65 67 Pirates Cave 20' 20' �. l \ � `\ ,r � or between. 17/JULY/03 and 30/DEC/03. copesur�©capecod.net p VARIEANCES REQUIRED �' �'.� R �+ "If p 310 CMR 15.211(1): MINIMUM SETBACKS DISTANCES FROM PROPERTY LINE �'/ \ �.) The daturn used is NAVD '88, a fixed mean L�arnsta i (Oyster Harbors) Mass. 10 FEET REQUIRED 4 FEET PROVIDED. sea level datum. Adu listed from NG4'D to NA VD 30 0 15 30 60 120 Draft: Field: MDH/WHK 7 AN RLS WILL LOCATE THE PROPERTY LINE PRIOR TO INSTALLATION of THE SYSTEM. 0.87 adjustment. Review: Comp.: WHK/RRL DATE: January 6, 2005 SCALE: AS Shown Pro 4_ ,Project:,,, C 30 daft t s 8 "'h»68 f / Ti Pt xki - ( oo a' Vent - Final Locatatjon to be -Handy''` ZONE. Determined at Time of Installation so 0 as to be as Inconspicuous as Possible Pt " RF-1 DESIGN DATA-HOUSE NO.67 SEPTIC NOTES 4Gp+0Yb j�' Beach \t Single Family 3 Bedmmns 1.Location of Utilities Shown on This Plan Am Approx.At Least 72 Hours ' Area (min.) 43,560 SF 8 y Prior to An Excavation For This Project tiro Contractor Shall Make 4. MpiSy 3 „„ 3z ;� , c �, No GarbageCninder y Puri Finish Grade + Pt . ` ° ` 87,120 SF (RPOD) Lily Flow=3XI10 GPD=330GPD the Required Notification to Dig Safe(1-888-344-7233). Slab Fir d j � n r Septic Tank:330 GPD x 200%-660 Gallons 2.The Contractor is Required to Secure Appropriate Permits From Town , a, P - F.G. EL. 12.00 •t 1y /o:. ♦ 0 e;.w Fronts e (min) 20 Use 1,500 Gallon Septic Tank Agencies For Construction Defined by This Plan. F.G. EL. 5.00 3' Max. Width th (min) 125' 3.The Water Line Shall be Constructed in Coordination With (yp,) 9" Mtn Compacted Fill See Note 4 t Filter ub ' LEACHING AREA COMM Water,and Shall be in Accordance With 248 CMR 1.00-7.00 Fabric Setbacks: &310 CMR 15.00. g %f ( And Or , �10 � r 330 GPD/0.74=446 SF Required 4.Install Risers with Cover to Within 6"of Fmimrod made(6 Required). SEE NOTE 7 TYP. / Y Pea Stone tt t Fron t 30 l ) 1 8" - 1 2' C�otul>Ii a � �j � � 3idewall=2(12'+25')2'=148 SF Cover Over Pump Shall be Cast Iron. / / ' �'\t� no 6 � Side 15 Bottom Area-(12'x25')-300 SF S.All Structures Buried Three Feeta More aSubjeM •r, �-���_®_. 00 o , 448 SF Total Provided to Vehicular Traffic to be H-20 Loading.It is the Engineers '� 3/4' - 1 1/2 1 Rear 15 Recommendation that H-20 Always be Use& EL 4.00 F11 Too EL. 11.00 LEACHING Double Washed \ \ 4 LEACHING CHAMBER DESIGN 6.Septic System to be Installed in Accordance With 15.00& Installer To EL. CHAMBER s 1000 Gallon LD -Box Stone 248 CMR 1.00-7.00 Latest Revision and the Town of Bamstable Con firm Prior E L. 10.23 ;L y All Pipe,to be Schedule 40,Use Board of Health Regulations. To Any Work 1500 Gallon Pump Chamber a t31u d s� • 22'X Gal.Leaching Chambers in Septic Tank •rpr•o /Ss _ C g t t, OVERLAY D 1 S T R I C T. . 12'X 35'Washed Stone Fields s Shown. ./Tiro(2)Coots or Approrsd Ssd°at 7.All Pipingto be seh.4o PVC. 2) ad b -�- EL Leaching _ LOCnyf�. y��y. ,y ° �: 1. 2 B.Inlet Tees Shall Extends Minimum of l0" Chamber "v ti �- '4' - 10 1/ �r4Fy X BelowtfieFlowLrro. fttsP�°°tid/�s°Isd Flow E ui1i2ers ./Tian(2)taus.or Apprewd s.ewr e s e ulre :^ 12' AP - Aquifer Protection District 9.An Outlet Tee Shall Extend 14"Below the Flow Line, q and Shall be Equiped With a Zabel Filter or Approved Equal. _, `-= As Shown on Pion Entitled If Encountered Remove & Replace Cross Section Of Chamber V & All Unsuitable Soils Within 5' of Im -� w. o _,'..��-- _ _ -... ao ,,,:sax O s° �$d a�' e, Revised Groundwater Protection Bedding,"T"s, & Baffels The Outer Perimeter of The system N Not to Scale o of Overlay Districts" - April, 1993 M°, as Per Title 5 to r .y eY t 10' Min. - Slab �^ z (See Notes 8 & 9) 20 Min. - Foundation EL 1.80 No Groundwater co FLOODZONE. See Test Hole 2 PERC TEST: 10,895 Developed Profile Of Proposed Septic System � Zone All, A13, V17, PERFORMED BY:PETER SULLIVAN,P.E.-SULLIVAN ENGINEERING LOCATION MAP. B, & C (see plan) Not to scale N SOIL EVALUATOR NO. r� WITNESSED BY:DONALD DESMARIAS,R.S.-TOWN OF BARNSTABLE =y Scale: 1" = 2000'f Community Panel No. MARCH 4,2005 #250001 0018 D TEST HOLE-3 EL.12.0 TEST HOLE-4 EL.12.0 24'0 cewr ASSESSORS REF : Or Jul y 2, 1992 OLABLACK R?I O LAYER BLACOKYR21 ,o PYC 24'/al. Appowd Equal s Rkn tr Cowr PI Map 51, Parcels 7-1, & 7-2 6" ORGANIC LEAVES I13 6" ORGANIC LEAVES 115 ar•oo P ti E LAYER IOYBROWN 5/3 E LAYER WYR 5/3 s o m BROWN BROWN CaMut ry amlwr Fa COARSE SAND 10.4 COARSE SAND 10.5 ow For pnar �1 i DIRECTIONS. B l LAYER lOYR 5/6 B 1 LAYER IOYR 5/6 YELLOWISH BROWN YELLOWISH BROWN c St To D-Box s ss ns a ass wus ^ IV O 27" 9.8 24" COARSE SAND 10.0 uma W.2 Cover afth Fsdsrd,Slots tr Local A21 / _ Bldg tr osa Cody Ml 40.22' B2 LAYER IOYR 6/6 B2 LAYER IOYR 6/6 nO0' V O r Alarm On EL From Hyannis take Route 28 toward Osterville. BROWNISITYELLOW BROWNISH YELLOW Lead L 43" COARSE SAND 8A 39" COARSE SAND 8.8 Tank.Sdr.40 PVC / / // LL a Take a left onto Osterville West Barnstable Road CLAYER I0YR&4 CLAYER IOYR 6/4 Pura•On a.0.50 / N and follow to the end. Take a left onto Main Street. LIGHT YELLOWISH BROWN LIGHT YELLOWISH BROWN 2'0sob 40 PVC"momw pp. a 2" / ,� 1g' SetboEk COARSE SAND COARSE SAND 1 HP.M HI !! / _ -T JJf (l / { •r O Take a right onto Parker Road. Take a right onto 50" PERC TEST 7.R NO GROUNDWATER ENCOUNTERED °r A20 5 81'33'2O" West Bay Road and continue as it bears to the 25 GALLONS IN,15 MTN senora -1_,5 <2MIN/IN = 1000 Gallon /, left and becomes Bridge Street. Follow over the drawer ` 2.0 I L9 369• 1 bridge to Oyster Harbors Gatehouse. Go left on i1 Al 1000 Gallon ,Y,,Q- Pump Chamber Plan View Oyster Way and follow to Sea uit River Road and left Pump Chamber Section Detail Not toSca►e A19 on Pirates Cove and house 1lot is straight ahead. •' r Not to Scale Barbara 72103 Cleary ctf n A2 115. r' A18 / I f / // / f / / t3 (� PROP. SEP71C TANK & l I I , D PUMP CHAMBER W/2" , / --r _ -_ _ i I / , / DESIGN DATA-HOUSE NO.65 3' lv -� i t ,,. �, f _ j ✓ , Single Family-7 Bedrooms F.M. TO D-BOX ,/ \ I f I / / f , / / , . i i \ F -- -i5' Se{back / j Lot 1 I / i / / / 12 M - m % ` 16'0 VELOCITY I -_ __ I f / / ` i No Garbage Grinder ' DISPkRSION AREA �: i - Zo / 1 r {/ / , 1 ' N Daily Flow=7 x nO GPD=770GFD co \ I 1 c) f / j r 5-10`ALB. STONE - _ -- - ' 7e q/ l I o C I 1 1 / / / „� i / / Septic Tank:on GPD x 2(p%=1,540 Gallons I m f J 0 \ r T.0•W, 13• W-ly - �\_ _�.__. - i i \ ,9 J3. 1 e/ J I I / use 200o Gallon Septic Tank 269.18 W -- _ __ - �\� l9 �e�l / ih Q) / / / /tip j % J ,' /' ?5 LEACHING AREA jn 3 /7J I A co A 17 / / I / /f / ! / / , 4- 1 / Sid GPD/0.74=I,OV SF Rewired �5�� \ / Bottom Area=(I2'x63')-756 SF �V I 1;056 SF Total Provided 3003E Wetland Resource Line �1 `oo�,\ Q) as Flagged by ENSR // / / /� / / ' i I / LEACHING CHAMBER DESIGN x _ 9e,O // •s •1,•.',' fJ I ,• '` 1 / All Pipes to be Schedule 40.Use t / ,C / / / / / �Q � / 7-500 Gal.Leaching Clrmbere in a A4 j j p / / / .' -au 12'x63'Washed Stone Fiddea Shown. Ex. cARA & D IVF To `� Wetland Resource Line I >v / V / / 8' / 5 1 B REMOVEQ& DISTURBED j \ 99 y I A16 / 1, l E 1 "` AREA5-RE`VEGETATED/ \ as Flogged b ENSR o O / , Q* W/NATIVE PLANTINGS / f,, QRQQeQ / .r fTl \ \\\ t \\; A5 h I A15 / 1 ' / �.,f o / EiEVN 74.I / f N.G.V.D. ' / /�� \ OO y I PROP. Z14,1 PARKING SEPTIC NOTES 2 �\ i\ \ �fS STgK \ o ;COURT EL. 9.0 I� c'y 1 // // I / ' R� 1.Location of Utilities Shown on This Am Are Approx.At Least 72 Hours o\\, \l �S/STD hqJ \\ f�� r.o.w. 12.0 :_ T B1 fi l i I A14 �` ' / �' J / '. ' y5 0 2S� j '' y �; _ \\\ ' p ; � TH-1 / the Prim Required Excavation Pm This Project the 44-7233).Shall Make \ \1\ F t \ �p -� O I B4 1 I / / .j / / �. 2.The Contractor isrRequired to Secure Safe(Appropriate Pan is From Town I �`,, Agencies Fm Construction Defined by This Plan. \ \\\ ` \ ` B36 B33 j � � / 1 / / \\ / , � , 3.The Water Lim Shoff be Constructed m Coordination With Z 1 I j f '/ 11 TO ABBU1TER'S COMM Water,and Shall be in Accordance Wilb 248 CMR 1.00-7.00 c$1- 1 \. B34 B AB I i / 50 ^\ \ / �''' / ARAGE S.A.S. PERMIT &310 CMR 15.00. l / i' j / ( TH-3 NO. 98-232 PERC TEST: 10,894 4.Install Risers with Cover to Within 6"ofFmished Grade(7 Required). Top Of 1, \ \ / \ a 1 ;'TH-4 cover Over Pump Shea be Cam Iron. Coastal Bank �' \\\ \ / �' \\ LAB n 835 / I / ff y' / PERFORMEDBY:PETER SULLIVAN,P.E.-SULLIVAN ENGINEERING 5.All Structures Buried Three Fed m More m Subject \ Al /\x// SOIL EVALUATOR NO.2376 to Vehicular Traffic to be H-2(I l.cedm tl is Om Engineers (Town Def.) c` \ \ .\ \ 1� Cr \ V I / f ' f / r' /, it WITNESSED BY:DONALD DESMARIAS,R3.-TOWN OF BARNSTABLE & l `\ 1\� •, � '/ � Recommendation that H-TO Aiwa be Used. \ ` 3 \ J / \ A 13 / 1 / `\ ' / $(t� MARCH 4,2W5 6.Septic System to be Installed in Accordance With 310CMR 15.00& B32 0° j I f / ` v/ ,' / / I '� Ragda Gfain \\\\ \\ `,% / ' / ! I j t / �� / /, i 5 HOU NO.E S. S. PERMIT / xJ: 5� ��`' TO A B T R MAIN TEST HOLE-I TEST HOLE-2 248 CMR 1.00-7.00 Latest Revision Town o e J., EL.12.0 EL.12.0 \ N_ O J '�! BLACK BLACK 8.Inlet TeesShall Extend a a Minimum of 10" �( O LAYER I OYR 21 O LAYER I OYR 21 7.All piping to be Sch.40 PVC. Stone Lot 3 j I \/ ( c c �./ /) / 10s' \\ ��� \. / / \ac\f (7 r �, / // 0 0 0/` ,' ' ... ✓ '` 0 3" ORGANIC LEAVES 11.8 4" ORGANIC LEAVES -� �� \\\\ ``� ~`•.� •/ •', /�\ PR°QRQ \, B31 B7 O I i 1 14. t1� / ELABROWNYER I RS/3 ELABRO YER`WNR 11.7 Below the Flow Lim. Approved Equal. 513 t; F / 7 If1 and Shall be ui With a Zabel Fillers I � l\ '- C R �•� �, (, , ,' 17" COARSE SAND 10.6 16" 9.An Outlet Tee Shall Extend 19"Below me Plow Line, ry \\ �.l~ "`, \ /r / �,rr, / \ •� �,: O GN \ ql�, \ o ,, Bl LAYER 10YR 5/6 BI LAYER 10 SAND 10.7 B30 Dock BB OQ/� I �\ l I \ �l �'` / \�e< 26" YELCOARSE-A�LOWISH BROWN 9.8 27" YELLOWISH BROWN 9.8 o ` / // S i i \ .\ Al \ , I OG r g B2 LAYER I OYR&6 B2 LAYER lOYR 6/6 e \ ' / ` / y` �. �U\ 6 BROWNISH YELLOW BROWNISH YELLOW 9 , ��'\Vs ' �_ • \` ,i\/ �" _.._ E Q05• Oy o1 I 40" COARSE SAND 8.7 42" COARSE SAND 83 C LAYER I o 7a Z o �y �' \/ B29 B9 \ at9r �� ,urof , / ' l Q O 0A* QR�P ,�gt` �,16 TYELLOC LAYER 19HBROYR 6/4 TYELLO YELLOWISH Vent - Final Locatation t0 be LIGHT YELLOWISH BROWN LIGHT YELLOWISH BROWN I (O�/ I O '\ y/ / / Q COARSE SAND COARSE SAND 'V 1 \Ban I'"''! l I ' �`� Q \ �' \'� \�• ,9 \/ \� 1 �•'' i , \ NO GROUNDWATERENCOUNTF7tm Determined at Time of Installation so ` 'O Z`� �, O) ls:� 48" PER TEST 8.0 �`t \� \ \ (� ✓� Y u' o r o o � ocK�'� �� as to be as Inconspicuous as Possible G 15 ¢' gtb O,�� , \ _ -- 25 GALLONS IN, P ou`� ,''� 255as'S •.\ 10 6 ysr� Q•\ �Y 6°� ' \ / / 12tr 2.0 Izz" 11.8 ` \ 4-p�0 < T ,i 6(iQ area \\ 6 �•\ 6+,y <2 MtN/IN / \ I o` �co A?' \ S c4 F sr' \ 1\ / F.F. El- 15-n] \I \ B •�. /s4N \ Q\�6 f .� / torn ��u,,, \ �.. --I _ 9�icetm I B27 Lot 2 \�. / h6 �ir, F.G. EL. 9.00 tang 825 \5// Op-) F.G. EL. f2.50 See Note 4 t B11 ��• �.3 ,' SEE NOTE 7 (TYP.) LAWN 6 Ez . , �• �o °p I \ 5 Q/ EL. 8.50 11 Toa EL 11.00 i • E \ \ ; o o I B24 Wetland Resource Line 43 0 1500 Gallon D-Box Installer To EL- 5� n \,:: OQ as Fla ed b ENSR 814 ! Confirm Prior 66 plo �._, \ £ QR 00� I �s�� I Flogged y r �. 7' O� To An Work E 2000 Gallon Pump Chamber 73 '01 y Septic Tank ./ro(2)*IrtsrpnwW costs ef' d sal.t EL. ChambeLeachinr u j > .. !.. lwt.prvord/s•a.d Flow E�llizers � y� / \ ��/ / Two(2)Coob of APPr°wd Ssdo t El s e ulre B23 B15 ~ ,''/ If Encountered Remove & Replace A �\ \ <r \ t z a' W All Unsuitable Soils Within 5' of �3 '�� `\� i j -� T o -' I �' / f Bedding,"T"s, & Baffels The Outer Perimeter of The System c4 See Notes 8 & 9 O o 9 \W \ I �\ I / .. r. Miin as Per Title 5 $I)'_I.�' � 4 EL. 1.80 g< �'u, �„ I � � ? o PROP. SEPTIC TANK & o Z B18 0 i / ! 10' Min. - Slab ( ) Q� o \ \� ( \ o PUMP CHAMBER W/2" ���' / �g< l� \ ` Bank I F.M. TO D-BOX 822_ QPi / I "r'�' Et 1 ( No Groundwater \� ` e D� 21 20 Min. - Foundation ,0. 29733 m _ \ �p _ _ _ �0�'. i 1 t See Test Hole 2 • ot` 3� \ \ \ `` ; Developed Profile Of Proposed Septic System \ \� \\ REMVE OVED/& DISIUR E OQi''/ , '/ D NOttO.SCaIB 0 Bo?tk \ AREAS REVEGETATED " Q�' \ W/>NATIVE PLANTINGS / p \ \ /.� I N 24'd W.Cc- \ \ \ G�oastal Banker� 5 Z� o as Flagged by`EN `' ,� e� tr�� 10/9/08 Modified Footprint of Structures 40 PVC 24 I . Approved Ewd Cover dads • Finish Grade • \ p -- �. � I�x,,.,, ForFlo a&Elm otSLpport 7/3/08 Septic System Notes 1tank e -'moo. oo;`P`�� ✓� ° 3' Max I ~~ ill --k �- Orientation of Dwellings, Pool Area, , - 9" Min Compacted Fill (,t._- foie c••, \\ p 5' �\ ,. /f - - - set as law Dry, n Powsr tr Flcot central Filter 1/4/06 Parking Court & Driveway '� o < ,'' Mw.zcfo.ar trnAf'wsrd.stotoaLcod Fabric Added Work Limit Line & Identified \Rosa Ragoso _ __ _ -- _ J ales tr a.a Codr II And Or 5� \ \ 50' T- - '"p�� - / s M -n°°p ,, t. 0 1/8" - 1/2' 10/18/05 Replanting Areas \ \ \� T o� / ( Lend �a 4ae Pea Stone Modified Footprints of Structures Per \ \ \ 'o �' '� < •ono �� swr.P Pum ae r tr LEACHING 3 4" - 1 1 2' \ irk µe �"" �� ° Double warned 6/27/05 4/12/05 Con. Comm. Hearing \., •o , OG to-o• CHAMBER Stone i \ `v �� Gt g ) HP.M w Added Perc Test Results & Reduced -� e. \ i' �bo 5 �. / Lawn " w (:. < ,. g� �tt.no-,-�� 4/7/05 Footprint of Overall Project ,h 5�yo\G�1 f 1500 Gallon � � _412 10' Modified Wetland Line Between 1500 allon a Mk, Pump Chamber Plan View Flags B-38 & B-25, Changed Pump Chamber Section Detail Cross Section Of Chamber 2122105 Coastal Dune to Coastal Bank V�: \ Not to Scale REVISION Not to Scale Not to Scale ,1'> Banff �, / SURVEY NOTES: PREPARED FOR: PREPARED BY.• TI TLE: Z 4 E �Ia j1 2 71 R p i a 3j. Z \ \t \\ / /' Overall Site Plan Proposed n 1.) The property line information shown was ? ' compiled from available record information. Michael A. & Mary C. Koriotis Sullivan Engineering, Inc. CapeSury w \ \ p o �I $ Y - o ,, i PO Box 659 & Septic System 4 Hil on to Circle 7 Parker Road MA 02655 LEACHING LEACHING \� / Osterville MA 02655 CHAMBERS `, CHAMBER n• _._6� ,' 2.) The topographic information WOS obtained Bel vedere CA Osterville, /"It �� SIMIN \� 1 from an on the ground survey performed on (508) 420-3994 (508) 420-3995 fax •-<-n',.. °-. y �Y' \ (508)428-3344 (508)428-3115 fax 65 & 67 Pirates Cove I I I .Y \ \ or between 17/JULY/03 and 30/DEC/03. copesurv�apecod.net 0 4' -�- 12' 4' 4=--I- -12' T 4' ,, \ ,.,t \a 20' 20' _ ,' �` \ .. i , VARIEANCES REQUIRED 3.) The datum used is NGVD 29, a fixed mean Barnstable (Oyster Harbors) Mass. TITLE 5: , \ sea level datum. 30 0 15 30 60 120 Draft: Field: MDH/WHK 7 310 CMR 15.211(1): MINIMUM SETBACK DISTANCES FROM PROPERTY LINE 10 FEET REQUIRED 4 FEET PROVIDED. Review: Comp.: WHK/RRL AN RLS WILL LOCATE THE PROPERTY LINE PRIOR TO INSTALLATION OF THE SYSTEM. DATE: January 6T ZOO5 SCALE: AS Shown Project: Project: C430 24"0 Opening Above For M.H. 1&2 Galy Pipe For GUEST HOUSE ' ♦o / Float Support Frame&Cover:- papers pt Vent DESIGN DATA B•ech .•♦ See Note No. F.G. 12.0 Nalsy' '.a. .. c e :; ♦ :.�.A_-, Garage Single Family-3 Bedroom F.G.9.5 4 No Garbage Grinder r e „ • 1 •' Top El.11.0 Daily Flow I10 x 3 =330 gpd �� '_ p •� o° •':� Pump Power a Float Control / - To D-Box _;. Septic Tank:330 gpd x 200%=660gpd .; Bot El. 8.0 '' •� Cables installed jnAccordance � � 7 0 10.4 _ I0.2 Use a 1500-Gallon Septic Tank. - ub 6 With Local Bldg.8 Elec.Codes. --' odirt� M p 6 8 1500 Gallon 10.0 LEACHING AREA 6 Sepfic Tank H-20 33.0 gpd/0.74=446.s.f.Required '� 000 allon H-20 Sidewall:.2(12'+25')2- 148 s.f. 4 0 From.Septic precast Pump Bedding as ' CUSo.,:.� Tank.Sch.40PVC Bottom Area:12 x 25 =300 s.f. + .' Chamber Per Title 5 48 sL Total Provided. 4 8-2 Waterproof/Seal Concrete 1000 Gallon K"� ,� .,• °' Septic Tanks a Pump Chamber Pump Chamber LEACHING CHAMBER DESIGN + Blula • t,•..' With 2 Coats of Approved All Pipes to be Schedule 40 PVC.Use 2 rw*i>:: a „ +. Sealant LOT 2 -500 Gallon Leaching Chambers in a >t . x Washed tone Field as n. PLAN (GUESTHOUSE) W h dS F td S?' 25' how I " p' ' `1 DEVELOPED PROFILE OF PROPOSED SEPTIC SYSTEM pe o.is __,...- Scale 1 1w •0a g•pch 4"0 Sch.40 PVC Finished Not to 0 .• ors From Septic Tank Grade ►• n 4.1 - / QJ is Conduit Thru Chamber •D / `• For Power&Float Galy. ---^ Emergqent Storage Cables. Chain oa To 0-Box Vol.330Gyal. Min.2 Cover Alarmn 5.2 n 6.4 _Loa Pumpon 4.7 a A21 ,\'� I Ir 40.22 I Location Map Lead Pumo on 4.2 Mercury Threaded aded Pipe / / f I / l t , Mercu Float ♦ V i ' n . Switchs-4Regd �` I I I �� 1 =2,000f Pumps off 3.2 Check Valve / Secure Pipe To & / / : / _..l--__r.__•-/' IM I P P Gate Valve r / Bottom El. 2.4 Bottom of Chamber A. A20 • W % -fir I t ^I 1 I I -81.33 20 / / / _ / J ',-:•. .,•�:- ♦D�,nA 6 Washed . .. / .:e• ,•:.• >•: Stone Min. SECTION /�A1 / / / %�'- / (GUEST HOUSE) h / NIF Cleary -/ / / / i J t ► I PUMP CHAMBER DETAIL / / \ Barbara M A19 / / I 103 Not to Scale ctf 72 / 1 A2 115.54 r,_ A18 / �► M All i Lot 1 / /l; / / / / / �2 c° ,' i N r \ c♦ \ Ile / \ I } _`. Zone q/ /14 N -' rel LIP 9.1 Cis A3 Car \� \1 I GAVRT ' :. i'. Lot 3 ! � ``' r �, Co cHaMpQt:& / i i p / / o �oR �A4 Wetland Resource Line i t .O / / /'� i / / / I 1 as Flagged by ENSR T O 41Cb 6 A5 A15 :•.. 40 / 81 R3MOVG EXIST• �o ' p y I aa\vewAy -N I 1 A14 \\ •\\\ \\ \ / t ., 1836 B33 �t� \ / r T / ,'' / of p•`� S• 39 / / '`O 1 \ A6 \ v r' Top of 93� // Coastal Bank \ \\\ \ �� (Town Def.) \ \ /. f Above For M / ,� \ 1 \ t i \ At3 f� / / i\ </� / \ / �4� 1/2'0 Ga1v.Pipe For Frame aCover H. \, i / / / ( e! \ / / i S,- MAIN HOUSE Float Support �.. 32 / / / ► ems/ '•j / / ?c / �05 • DESIGN DATA / / 1 1 4 \ L t t / / J. \ , / 5 Single Family-7 Bedroom .......... �- \ \` 1 e.•i / I 1 ,0/ �.�` / / ' Alo Garbage Grinder • 1 . ., »* " ;„ : ..: _ M.. t •. / / 1 i Dail Flow I10x7 = 770 Pump Power a Float Control ✓ To D-Box ^� � \ / / r B31 ,, � I />. r _ .._ lc Tan{.• , .•J. .*v X c�..,, o::..,.;a4,� U .._ t..,.k ::._•rs f.,:.:,:,•w....,..•.,.._, -•.•, , ;�-,.._.., •� � ! •- � With.Local Bldg.&Elec.Codes. 1 �BJO \ A8. ( '' \ 1/�' 23 / o lrs a LEACHING AREA c Tank. o 5 \ �' 6' i Al2ps( ( 1 \ ��\ a / QF-� .A'l 7.0gpd/0.74-10,,1 s.f.Required 4 0 From.Septic Precast1500 a I Ion Pum \ Sidewall:2062 +63 2=300 s.f. P A� \ //Y\ - - 5°h < bottom Area:l2 x 63 =756 s.f. Tank.Sch.40 PVC i /Q \ \ \ \ I x I v► o a N:. �.' 1159 `� / \ \\ %ram ! \ I Chamber 0. ( Z I \. Ego OZg9 9 A hutof % I ` \ \� yh°y$ 1 /. 5h C1G�ocV6g 1056 s.f.Total Provided. °; 10-0 :4 I \Dun \ h l 0 p ! I 1 9p �`. I .' / �\p9 6Q .!i,•, e'er:°•`� f:'d:e?, d ' B2g 5 68' �' \ / 5 1 LEACHING CHAMBER DESIGN o p� 'A 7% 1,e 1\ All Pipes to be Schedule 40 PVC. Use 7 �4i \\ \ $ 0 0 p 828 10. ` 1 ,' \ G /• -500 Gallon Leaching Chambers in a I I I ` • I \ \ I/ • ram' / x 93� Was a tone Field as Shown. PLAN r� I,, h d S ......_ .... S.r.OSO �L fir-' l • _` l �!-.- Lot L •`\ B/ / __. } 7y \ •0 �• �� 0 Sch.40 PVC Finishedge I ::::: 'Gt . 3• I" ' 825 827 t_oT AczE i \ � `• `. �5�/ 6 ( I i / From Septic Tank Grade ± / st° -. I �� r ! T2/394 &F.- '` $�� •:�' PLAN VIEW all Scale: Itt=30' I I SO \ ^ Finish Emer enc�y Stara e . For Power&Float Galy. To D-Box Conduit Thru Chamber •► / Q g Chain , 4 I ��. Grade Cables. a / • E \ \� ` I o -� t, /. / Vol•T�0 Gol• s Min.2 Cover \ ' ; I 1824 Wetland Resource Line p 5 In 7 ° O 66'S pion \.: rt�' - I I \ j as Flagged by ENSR 814\ 50• / /.•' e o Alarm n a N7g,� by f^ I`- I I� ?• o = a Filter Lag Pumpon 4.8 r EMOVA\- \ `�.� , ' �• / ti Lead Pumo on 4.3 Mercury Float :y Threaded aded Pi PVC of OR1./EWAY R T ep in Fobrio Compacted FIII Threaded Pipe I e0000, \\ I 4` a��As .//\TH NA . �- / N Switchs-4Regd I 1 I ``�•_�' C ► I -To OE.�A♦rrEc / \ �.••'' �� ve=v2" f1: • .: •l'• \ \ I 3 nF` 7 [� VF-cr\ -r\ort ,' ��.�_ / wo sloe. Pumps off 3.5 I \\ I PROP Guar �, .B23 ' Check Valve ' Secure Pipe at Top a Gate Valve 4` \ / �i / D Leaching �, Bottom of Chamber 67 n B16 ' W I.. a chamber 3/4"-I I/2"Double Bottom El, 2.5 -. 6"Washed No. ovtiC "Grr . :' Washed .:•. .,::- �oe.rip a Min i ?H':i• o \ I I p \2�M �EwAy B17 i / / P '' t• •a.•. O -�•• \ �, I _,JC \ PAVED pR\ /,.••''' ^ , .. Stan o \\\ I \ p�Rom\ / i / / cb •m 1_ to -� N� l B18 ..Ps ( I 8WV law Dune•I l ♦ ��• AN\L Go�a\n \ B22 1 / 19 W-o" SECTION ��- (MAIN HOUSE) N;`,: \.�$ \\\ \ �. o \'\ - - _ 'J�2 / / m CROSS r PUMP CHAMBER DETAIL SEC TION Or CHAMBER P i / D NOT o scale Not to Scale Du \ \ \ \\ o \ \ Vent bQndwcl f d of ° ` 5 g �c.•t` � Main See Note No. i ; ',• Coastal Dune _ \ �o NOTES G. \\ +' yg Pal /• House 4 F. 12�5 a•:. .. \ `�\ h as Iggged by R 1. Water Supply For These Lots Are Municipal Water. Top El.11.5 :•:;' ',:.\ \ \\� \ �� `�. \ Fo -,�..- '� 2.Location f Utilities h L o o Shown on This Plan Are Approx. 10.9 a' Bot EI. 8.5 Goo\n '�%' •.., �\ \ \ a -.- At Least 72 Hours Prior to Any Excavation For This 7 9 10.7 Project The Contractor Shall Make The Required 2000 Gallon 10.5 ::•': so - / 3 - - Tank \ \ -- -- - - � \\\ \oso\Raga \\50' z e� � Notification to DIG SAFE I-888-344 7�233. 7.7 Septic Ta 5 Appropriate acw zv' ao 3.The Contractor is Required to Secure Appropri H 20 H 20 Permits From Town Agencies For Construction 9 i \\ \ \ \ \ / �•aI2 l I y' Z I fined b Thi Pan.� � 4 a y y` De by This I Per Title 5 �5�0�� I 4.Install Risers as Required to Within 12"cif Finished Waterproof/Seal Concrete y 1500 Gallon Grade. Septic Tanks 8i Pump Chamber nee S 1 I P Pump Chamber ` \ t' ' - =�r _ 'a= Ih 5.All Structures Buried Four Feet(4')or More or With 2 Coats of Approved NOTES \ �\\fit \\ \ l �� _�� , _ ,.✓ - . Sealant � •::•:-• :,• Subject to Vehicular Loading. LOT 3 For Proposed Site Grading See Sheet \ \9�D�� \ 4,0� .f�:, '' `rye =!`�':' 6.Septic System to be Installed inAccordance With (MAIN HOUSE) 3 of 3. `'. �� \� \' \ , 310 CMR 15.00 Latest Revision And The Town of DEVELOPED PROFILE OF PROPOSED SEPTIC SYSTEM OF Existing Deteriorated Paved Driveway `';`:\X,�\� \ ` i Barnstable Board of Health Regulations.' Not to Scale �' 1 .�c� / _ O to be Repaved. ___.. _--- . _:__.._. - - _ _ ----- ----...`._.. --- �� � t-�• i 7 All Piping to be Sch 40 PVC rile VAN \\\ " \\\ ✓ / / // Variances Required j CIS Lay` e. \:\ Title 5: - - - I 310CMR15.211(1):Minimum Setback Distances from property line 10 feet required 4 feet provided. An RLS will survey the property line prior to installation of the S 10 N 2 \\ \ Lot \\ \ system Q 65 Pirates Cove \ 86,749 sf \ \' Notes Revision: PREPARED FOR: PREPARED BY- Title:. Lot 2 \ _ 67 Pirates Cove \ ' CapeSurv72,394sfMrchoel A & Mary C Karlotls Sullivan Engineering, Inc. r ) 1.) The property line information shown was PO Box 659 7 Parker Road PROPOSED OVERALL SITE PLAN I m� 4 Hll arl to Circle i compiled from available record information. �+ Osterville, MA 02655 Osterville MA 02655 SEPTIC SYSTEM Work Limit for demolishing the existing structures and for constructing all new ��a Bel ved ere CA (508)428-3344 (508)428-3115 tax (508) 420-3994 (508) 420-3995 fax buildings to be set 5 feet off the building face. 2.) The topographic information was obtained (508)Psull 28-3115 cape08) 420-3995 f 65 bit 67 PIRATES COVE N Work Limit for grading and drive way work to be set 1 foot off the edge off the from on on the ground survey performed on OSTERV 1 L L E MASS. proposed work. or between 17/JUL/03 and 30/JUL/03. -� Lot areas per ANR Plan dated March 22,1989 revised May 2,1989 by Down Cape Draft: MJD Field: WHK/MDH _.. .____._ _._____.___ ..._.._... _._ __... ___ __._... .__.,.. _ _ Engineering Inc.prepared for J.Gates Williams&Mary R.Williams signed by r 30 0- 15 30 60 120 - - 3. The datum used is NGVD 29, a fixed mean Barnstable Planning Board on May 22,1989 as recorded in Plan Book 463 Pg78. ) Comp.: Comp.: WHK/RRL Date: - Scale. _ . ___ _ .. sea level datum. _.. ..___. ._ ._ .._ _.._.. ___ . . January 6, ' 2005 � , As Shown Review: PS Drawing # C430_2 1 I 4 I 103'-4' 2 7'-0' T-4' 1B._103. K A 1 L T*■(` 4,O, 4'-0, 6�_p. 4'p. A R I O i i S 1'-2' 4, 2'_p4. i 4l K RESIDENCE _ 65 PIRATES COVE ______-_ Q OYSTER HARBORS o ---- ---- 3 OSTERVILLE, MA., 02655 x 11 F7 o A O A10 El v` 09 GENERAL NOTES: O VIDED T BE x114 ROVIDED OU SIDE ITV �1.; COVERED TERRA THE DRAWING 4XO ALL OF THE IDEAS FAM Y ARRANGEMENTS, DESIGNS AND PLANS INDICATED THEREON OR REPRESENTED �p �06) THEREBY ARE OWNED BY MD REMAINFT]n THE PROPERTY OF DOREVE NICHOLAEFF, 1 \ ARCHITECT INC. NO PART THEREOF A09 SHALL BE UTILIZED BY AMY PERSON, FIRM OR CORPORAT10M FOR ANY PURPOSE: Q x Y I EXCEPT WITH SPECIFIC WRITTEN PERMISSION DRIV WAY 'f a 'f'f5 ❑ Ol OF THE FIRM DOREVE NICHOLAEFF PO DER MUDROOM III Q ARCHITECT, INC. `TM TOP F SUBFLIIOII O ANY ERRORS OR DISCREPANCIES ON ELEV',''14.0' / THE DRAWINGS, SHOP DRAWINGS AND O O 2 DETAILS ARE TO BE BROUGHT TO THE -- O3 � ` 6;� ATTENTION OF THE ARCHITECT BEFORE 355 O THE WORK HAS COMMENCED. -------------- CHINA $TOR GE_ / DIMENSIONS ARE TO BE USED AMD NO .5m DRAWINGS ARE TO BE SCALED. E-1 LO E YTOP OF SURF OR ELEV=14.0' I RANGE EXHAUST W ®C __ HOOD ABOVE GARAGE WALLS fi CEILING GA AGE WALL$H CEILING / \ TO RECEIVE(1)LAYER 5/B' TO RECEIVE(1)LAYER /B' V TYPE'X'GWB CONTINUOUS TY E'X'GWB CONTINU US (TYP.) (TY .) '118 IR HALL/CU IIE II \ o GARAGE #2 BREE1 SWAY GARAGE H I 443 110 I \\ AD7 . — Kl CH IN 12- OUNO TOP OF SLAB TOP OF SLAB ro A I W IE'-0•x 17 A' \\ 6 ELEV•10.0' ELEV•10.0' `n- \ y� �B REMOTE OPERATED EMOTE OPERATED \ \ 2 OTORIZED GARAGE MOTORIZED GARAGE A05 DOOR OPENER(TYP.) OOR OPENER(TYR) (—I F--I BASF-ME iT ACCESS Y cmQ I PELE2 -MINUT OORW/ AISE NIELE DL_IN m 9.1-- J / ///�/ \ x105 F D NTRY \ \ \ \ COVERE ERRAC \ \ I 1 FooD F COFFEE I I I I I iAPAGE LINE OF STONE I I I D 3 0 6" F112 WATERTABLE BELOW TYP. I I BUTLER'S PANTRY // // \ \ 0 T P OF LA ING TOP F SUBFL R TOP OF 3U COP Q I ELEV• .43' ELEVELEV•15. / \ 42a O / D NG \ \ 20 -------------- / HALL \ \ a x 17'-3'FT \ W 5;2 2 1\\ 901 ------- \\ FOYER _------- S / ROE TI G r Tl uEl P 110 A 5 DOREVE NICHOLAEFF I I I ARCIII'I'ECT INC. ENT STAIR 812MAIN sTxeeT I I m DTPRiYso�e-1a2as2�"s SUBFLOOR LOSE ELEV•15.5' aAx we.lxtzana \ IC 7 \ I 107 COVEREDDTTERI.2ACE L T LI OING XRO3" ' I x100 \ ® I I ENTRY CO T \ R m / z ---- 0 1 1 m oa / 1os o L—___J POW R OOM CLOSET I.:- C707. C107.2 ❑ q Y ——— / I Tv I I I PROJECT NUMBER: TOP OF SUBFLOOR I I 1 ELEV•17.0' I DRAWN BY: J.A.D./D.A.V. EDI I MEDIA I SCALE: 1/8' e 1'_0„ I 16' CD DATF: JANUARY 6, 2005 I I 2 A05 T 0 -i � i ❑ ❑ i I - I v — TITLE I s FIRST FLOOR PLAN MAIN HOUSE 1 � UV 2'-6' 9'-0" 2'-6' 6'-0' 6'-O' 2'-6' 1'-4' 6-10,52'-6' 14-3' 9'-04. 22'_0' 4-2 AmO 'l FIRST FLOOR PLAN 103'-4' 2 A06 KARIOTIS RESIDENCE 65 PIRATES COVE OYSTER HARBORS I 3 OSTERVILLE, MA., 02655 A 6 3 2 1 i i A09 A10 A10 A10 A09 GENERAL NOTES: I / / 22 / THE DRAWING AND ALL OF THE IDEAS —————— MASTER�EDROO'/ DILATED RRANGUMETHGREON DESIGNS OR RE RESENTED i 22'd"12I'- CAT/ tl1 I / �506 THEREBY ARE OWNED BY AND REMAIN p THE PROPERTY OF DOREVE HICHOLAEFF, 1 \ ARCHITECT INC. NO PART THEREOF :RC BE UTILIZED BY ANY PERSON, FIRM m A09 OR CORPORATION FOR ANY PURPOSE: U \ EXCEPT WITH SPECIFIC WRITTEN PERMISSION \ PI OF THE FIRM DOREVE NICHOLAEFF r \ Q ARCHITECT, INC. Q \\ AHY ERRORS OR DISCREPANCIES ON O I / THE DRAWING5, SHOP DRAWINGS AND H 1 2 DETAILS ARE TO BE BROUGHT TO THE ATTENTION OF THE ARCHITECT BEFORE A09 ��.' THE WORK HAS COMMENCED. DIMENSIONS ARE TO BE USED AND NO \ CLIOSET SYSTE BUILT-IH MAKEUP DRAWINGS ARE TO BE SCALED. \ I C BgTER W/BAS OP L OF SUBFLOOR �, LEV=14.0' 0 \ 22 C ( -31 235 \ ET I \ OSET \J R I I I LO7H b SET DRESSING HALL ° \ �v 22 9-2'"7'-s' a' a-r II z A A07 BE M#5 — BHA 3'-9'" 4'-7" FREE OPEN T \\ 23 BELOW 0 O 230 \ L. O 22 O 6 BEDROOM tk6 —— �I BA H \ / — — ---- A w A v \\ POo C SH ER 1 DRY (LAUNDRY I /-T OO I I ASH R `-------i P SUBFLOOR D CLOSET I �AHEaN 01L \ I I I I I I \\ \ TO OF I P OF SUBFLCOP 23-4 / ELEV=21.3' O O EV-23.42' � CLOSET B-TEM —— 2740 \ J OSET 226 SHOW R \ 0 `1 / I I I HAL I I \ \ m zzs D I \ 0 / TAR HALL ®6 TO OF SUBFLOOR 7L � / EVa26.23' T \\ \ DE 2 12 \ BEDROOM#4 \ Q 201 I4'-0' 11-11 \ ,� / STAIR _. F203 Q HOWEROF OUNO 2'14 p (^A BATH Q p S 2 BEA.T HOWER D sK \ I O 213 2To / CLOSET BATH GLAAMELESS sa aHwR. DooR 2 LGONY —'It Roo A 5 /' DOREVE NICHOLAEFF / LooR ARCHrrECT INC. SUBF I /// elz uuw sTReeT / ELEV-26.23' / osnRva.tr.,PlA oz65s I / PAX NIed2632U0 / I I OS SHOWE L AT O I 209 \ T/ BEDROOM#3 �\ FRAMELESS \/ GLA59 SHWR. DOOR / O BA R OM __ 20B 210 / / I , Fwe CLOSET �— PROJECT NUMBER: n / DRAWN BY: J.A.D./D.A.V. uo SCALE: 1/8" _ T-O" / \\ 207 \ BEDROOM#2 /2 DATE: JANUARY 6, 2005 \\ / / - TITLE SECOND FLOOR PLAN / \ MAIN HOUSE 1 8' 3'-O' AM SECOND FLOOR PLAN SCALE: 'I/V _ -o" 2 A06 KARIOTI/S RESII)ENC'IJ 65 PIRATES COVE \ \ OYSTER HARBORS / OSTERVILLE, MA., 02655 / ` 3 A06 3 2 1 A10 A10 A10 --- 4 A09 GENERAL NOTES: _ � I THE DRAWING AND ALL OF THE IDEAS ARRANGEMENTS, DESIGNS AND PLANS INDICATED THEREON OR REPRESENTED r I THEREBY ARE OWNED BY AND REMAIN A56 THE PROPERTY OF DORE— NICHOLAEFF, I \ ARCHITECT INC. NO PART THEREOF SHALL BE UTILIZED BY ANY PERSON, FIRM AD9 OR CORPORATION FOR ANY PURPOSE: EXCEPT WITH SPECIFIC WRITTEN PERMISSION OF THE FIRM DOREVE NICHOLAEFF ARCHITECT, INC. ANY ERRORS OR DISCREPANCIES ON / THE DRAWINGS, SHOP DRAWINGS AND 2 DETAILS\ BROUGHT TO THE AT R T ir ATTENTION OF OTHEE ARCHITECT BEFORE A09 / THE WORK HAS COMMENCED. -- L-- - ------ _______—— DIMENSIONS ARE TO BE USED AND NO DRAWINGS ARE TO BE SCALED. I I I I I I � A07 3 )rill- N 2 I X. I I 306 EAT PIANO/SEATIN ------------� /ram zi --_—__--- ------_-- / \ 3 \\\ . BAR _ 307 POWDERON no V A \ AIR \ - r DN Oy 0 o DOREVE NICHOLAEFF ARCHITECT INC. / \ B�ooI(�A/TING %12 MAIN 1"UtYl-1' FAX OS x MAC 155 knx 50x42(4224(1 6 E SEAT / I / I I I I / -- PROJECT NUMBER: DRAWN BY: J.A.D./D.A.V. A7 I I / I I SCALE: 1/8" _ T-O" I / DATE: JANUARY 6, 2005 I / I 2 I A05 I I I I / I I I I I I I � i I / I TITLE s s4 ATTIC LEVEL PLAN MAIN HOUSE I I W®£ I � N \ A05 nn 1 t) ATTIC LEVEL PLAN SCALE: 1/8' - -O• oo h r ASSESSORS REF.: Noi�r s r :, ss � p • ,, . ' Map 51, Parcels 7-1, 7-2, & 7-3 yb OVERLAY DISTRICT: A22 :, • °' a AP Aquifer Protection District / As Shown on Plan Entitled ti ti°c � � t _ `•, r "Revised Groundwater Protection / P Q } " elu to ' .� n 20 Overlay Districts" - April, 1993 x • A21 1 1 / 40.22 1 ZONE: , 5 All' p FLOOD ZONE: mpa e o �+ a..d r ee.cn: Zone -All, A13, V17, RF-1 �' o- w / / /`� / / __ _ We'`' -� / I^ O s 'r _ :' b B & C (see plan) Area (min.) 87,120 SF (RPOD) A� s sr332 : oy Community Panel No. Fronts e (min) 20 3s9h' # Width min) 125 / Al 250001 0018 D k N F / Setbac s / / Z _ 3 July 2, 1992 Fro' t 30' 1 Barbara M ary A 1s - -_ ' / ctf 72103 _ -- - 50' , / / Side 15 _ _S e - �• ox \ _o 11 M Rear 15' / / / - _ __ _ --_ _ I / /i' / ', �A�K� QoK� Local a / _ . n • \ i _ _ 15' Setback / ,/ �/ O�/ / i ���p S�p°� /. /\ •1 A2` 115.54 _ _ r — A18 / i / // �p TU , / ,h 13 v Qj ^ /__ -- 15' Setbac 1 j LOt / 1� �''t /so • rob _j . reel , , Lot Area 269.18' / \ ;Q (e �h 62,726s.f.- / ; // \\ /oQ��U / �o° 15 q� 5 Y* \ \ 1 J \ Wetland Resource Line o°1 \: - ,. as Flagged by ENSR o i Afs . I'moo � ( '\, 5 •; l � / •�t A 5 i ............... 84 \�\\ \\\. B36 833 I \ 1 '00 I `\ \\\\ \ / / ��. j �\ B34.� 85 A6 50� \ v / / /,.� .• , C17Top of \ \ \ \ \ \ / / 1 \ `.. ► \ / / i \ i / / .'� J I' Coastal Bonk �'. \ \\\\ \\ / / / _ \835 i t /I reU / J a2 (Town Def.) \t \\\\\\\\ \\` / '. // // /\\ '` [� 1 88,684sf_ \ \ I' . / \ \ A13 !n / / i/ /,.' / \ . T32 /X/ tr /� \\ \� / / '/ \\ as \ / ,✓ / `' Lot 3 �BJO qsA \ Al2 I ! \ /.Se /� A V `•\°o\X. \ \ �� / \ e29 A Hulot ter \ ��\ 5 1 l / �G<1 I69 Dun � 9 I X �• ^ � 16 i Ve 255- B28 15 5 �s S � fU' S .� ° \� � t � •o s.•••• s>> 1 •ram' 4 Lot 2 \�`\ / �sst •�Y 1 \ ,D�i' /i'%' \ �::: / 827 'by 5 i t 1 •• <.:,.'' done �:Qy e � —— _ . i / 25 \ _ � $'S6 � �.. ,�.'B �1• 1 , y a. 30 E �'' J -� , ►� I B24 Wetland Resource Line p • �, 5 N 66'SDY Pt00 :�` \s-�'�` J i I as Flogged by ENSR B14 hLot oc � . \ I I �,• I Area • �823 2,3p9 S.f 7 15 �-...,'. /.W B16 D �tP I I F e /.•' / cu CD 19 ..... ASphal� ..........•Drive �•_ / / / D Dun\&.' \ Old �- 6Qndword d o \ \ Coagtol Dune \ oo as Flggged by \./ \t\so\Ragosa \\50. \\\'\ yt------------- T— � Gµe< 5 \ \ �(� F 0 a oo Dupe so1�a� •-�'`— �� l ` \ \\ Sep ,i `-•-•mac \ 1 '\ '(\ '-cj � '•\�'' �` 1 � �-�' � � FEMA Zone Lines O �\ \ \ , / as Shown on FIRM \ \ne Panel # 250001 0018 D (From Town GIS Data 2 \• �co \ V. J l AFT 0_6 Notes/Revision: PREPARED FOR: PREPARED BY: Title: A - relocated coastal dune (16/APR/04) CapeSurvExisting .Conditions Michael A & Mary C Koriotis Sullivan Engineering, Inc. 1.) The property line information shown was PO Box 659 7 Parker Rood 4' Hilorito Circle Osterville, MA 02655 Plan Of Land In • compiled from available record information. Osterville MA 02655 o Bel vedere . CA (508) 420-3994 (508) 420-3995 fox 1� 2.) The topographic information was obtained (508)428-3344 (508)428-3115 fax - from an on the ground survey performed On PSuIIPE�bol.com copesurvt§�apecod.r,et or between 17/JUL/03 and 30/JUL/03. Bamstable' (Oyster Horbors�Massachusatts a� 30 0 15. 30 ti0 120 Draft: Field: WHK/MDH v 3.) The datum used is NGVD '29, a fixed mean _ _Z7 MS sea level datum. Comp.: Comp.: WHK/RRL Date: Scale: . -Review: Drawing # C430-2 1 • �� f,b/bt1 -