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0067 PIRATES COVE - Health
67 PiratesCove 051 -007 .002 Osterville o 1 • DEEP OBSERVATION HOLE LOG Hole# _ Depth from Soil Horizon Soil Texture Soil Color Soil Othcr Surtkce(In,) (USDA) (Mansell) Mottling (Structure,Stones,Boulders.. Consistency %dravel)_.. _ p C1 Lod. -DeGAn��cS 1p�lQ.Z11 lbe. 'I C.op-zsir C' 573 9 Sato. o A � 5'P,ry 16y \2 '5/�� E-7 A3 02 i �� i✓ o�2�t-��vX-3 1O`tr2 �� b AS \2u C `1- `41 EL. Q2 ry N lAt4lLS�) \6�C)261�b DEEP OBSERVATION HOLE LOG Hole# otn Depth from Soil Horizon So il Texture So il Color Soil r Surface(in.) 1 (USDA) (Munsell). Mottling . (Structure,Stones,Boulders. Consistency.%Gravel) I C©+�e s �P�x t> 1 cm e S(3 P�rZ►v . 16�(123149 ��-3g Qz �rz_'��� Co►�� o \ ( 1 c DEEP OBSERVATION HOLE LOG Hole# Depth from Soil Horizon Soil Texture Soil Color Soil ,. Other Surface(in.) (USDA) (Mansell) Mottling (Structure,Stones,Boulders. Consistency,%Gravel) i DEEP OBSERVATION HOLE LOG Hole# Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Mansell) Mottling (Stricture,Stones,Boulders. Consistency.%Gravel) f } Flood Insurance Rate Map: Above 500 year flood boundary No Yes Within 500 year boundary No Yes u Within 100 year flood boundary No— Yes f De nth of Natural) occurriu Pervious Material., Does at least four feet ofmaturally occumig pervious material exist in all areas,observed throughout the area proposed for the soil absorption system? If not,what is the depth of naturally occu ing pervious material? Certification I certify that on n�P2t C 95 (date)1 iave passed the soil evaluator examination approved by the Department of Enviromnental Protection i ind that the above analysis was performed by me consistent with the required ining,eeexUiertise and experi nce described in 310 CMR 1.5.017. Date V0L 2CA�'3 Signature /? SC &KO. .ZJZCn R,,p,,us� �43c'�7`QPy e:HEALTH/W PlPERCFORM Town of Barnstable P# Department of Regulatory Services * 0 i BABNBTABLX •: Public Health Division Date MASS. 200 Main Street,Hyannis MA 02601 prfD NIAr� Date Scheduled Z 3 I Time f Fee Pd. U . Soil Suitability Assessment for Sewage Disposal Performed By: Witnessed By: Ild n �/f'f�"t�'✓'�' (� LOCATION& GENERAL INFORMATION m�r� i Owners Name Location AddressCC) K�►�- 1 i 6 P,rH 1 VV- y N%1d,-,art. US /rvt% (,e i Address 7C $el vro(.Lf r, CA gyyao Engineer'sNamestelIi VA.h Assessor's Map/Parcel; 0S'-/ ,0 O 7 —d o t1. hone Tele E17Jih��r,,��TYt # NEW CONSTRUCTION REPAIR p 7 r c)[✓N TZ A*t- ' Slopes(%) css ��°� Surface Stones 6 Land Use '' 11 Distances from: Open Water Body 0—ft Possible Wet Area (�_ft Drinking Water Well ND ft Drainage Way BOO ft Property Line l b ft Other KA ft ,SKETCH:(Street name,dimensions of lot,exact locations of test holes&perc tests,locate wetlands in proximity to holes) �P C0 5 v-A N r i f Parent material(geologic) ©V� N ' Depth to Bedrock 2� Depth to Groundwater: Standing Water in Hole: �ID Weeping from Pit Face Estimated Seasonal High Groundwater PLC t � DETERMINATION FOR SEASONAL HIGH'wATER TABLE Method Used: LoL^L.K,►�tOWLE(� t= in• Depth to soil mottles: in. Depth Observed standing in obs.hole: in. Groundwater Adjustment Depth to weeping from side of obs.hole: Index Well# Reading Date: Index Well level Adj.factor Adj.Groundwater Level PERCOLATION TEST Date m aT,Time Observation l Time at 9" Hole# q�" Time at 6" Depth of Perc Start Pre-soak Time© 2S t c o `to Less Time(9"-6") Pc+y \S w,t 1.11)0 S5 End Pre-soak fI� Rate Min./Inch Site Suitability Assessment: Site Passed � _ Site Failed: 16 Additional Testing Needed(Y/N) O Original: Public Health Division Observation Hole Data To Be Completed on Back--:------- ***If percolation test is to be conducted within 100' of wetland,you must first notify the Barnstable Conservation Division at least one(1)Week prior to beginning. Q:HEALTWWP/PERCFORM - �J TOWN OF BARNSTABLE LOCATION tZ �8 � C,&ygs' SEWAGE# VILLAGE -TC1Z Z SSESSOR'S MAP.&PARCEL 75t,"z +- INSTALLER'S NAME&PHONE NO. 9Z or iIf—, �c.0�77 P SEPTIC TANK CAPACITY 1 00 4 1 o0 4-'i-L P. LEACHING FACILITY.(type) 's FZgg C ice--- (size) NO.OF BEDROOMS ,� S °K' cil�- eq OWNER t PERMIT DATE: 'J-/S. COMPLIANCE DATE: 9 1 q Separation Distance Between the: Maximum Adjusted Groundwater Table to the Bottom of Leaching Facility 4— 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 p 300 feet of leaching facility) t- — Feet FURNISHED BY 3-4 moo ' 3 O G .er I . 4-.� w .Y ai..al" .. -a`1y... .. ._.rn'tA� / '�L-'+.P• .,W+.. f..e.in �.ti ���r --�.�,,. No. r 1. 0) Fee l� 4'FHE`COMMONWEALTH O MAS ACHUSETTS Entered in computer: PUBLIC HEALTH DIVISION - TOWN 6F BARNSTABrLE, MASSACHUSETTS Yes 2pplicati n for Mioo5aY 6p$tem (tOttgtrurtion Permit Application for a Permit to ConstructK) Repair O Upgrade O Abandon O ❑Complete System ❑Individual Components Location Address or Lot No. C-7 C i r,,Ave-, Co-4 .t Owner's Name,Address,and Tel.No. 4 CTtS' Q vv�� S O tuc #kA:-<Y_AC_%OZS Assessor's Map/Parcel d CQ (a 1�i a A �o5 &--o e 0-9 05-he(4 t L r 41 installer's Name,Add/r,ss,and 'Tel,N7 �� s 7 . Designer's Name,Address and Tel.No. qj=� 4- `5,.,Lt,kvlgvu !F::" LAI.0 Q 05Tb 2iAU-C Type of Building: r. --�- _ Dwelling No.of Bedrooms f Lot Size �Z t_ sq.ft., Garbage Grinder (� Other Type of Building No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.required) 'S Sb gpd- Design flow provided �j?J 1 gpd �\ a 3 Zo Plan Date t�A�eJ 06 'Z.7��' Number of sheets 1 Revision Date J U L--q Title - piVMZO CMIBUZALL 61 ?CAU k 1, , ,pA Size of Septic Tank k S'C60 G•.L(-o e_k Type of S.A.S. 1Z X Z-5 G a,C;,-tr_S Description of Soil b -Co e b 1-6Awl, 6 '�'T 1~ gew(xAa£S€Spevo ib if 0-:51 giy k- 1�iQ�CSC A95;C; 5A.,V J 1 o`!R-s/3_$2 $a�t W1(2.516 C. i_T..1(�u�va�iex,3 CoAau,& 5ru,17 joy, 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 Environ al C e and not to place the.system in operation until a Certificate of ` Compliance has been issued by this Board ealt am/ Signe Date Al Application Approved by ® Date . Application Disapproved by: Date for the following reasons Permit No. Date Issued ——— --- --- — __ — ---=- --- r, z a , 7 V Fee l E.''COM N MO .WEALTH OF MASSACHUSETTS Entered in computer: H Yes PUBLIC-HEALTH.DIVISION - TOVNN fyF BARNSTA B ASSACHUSETTS � Ytcac tort for tg o�a'Y ,Oten�Co trard berm t .s 4 f Application for a Permit to�Const'ruct ft�)l pair O Upgrade('. ) Abandon O "� Complete Sy tem ❑Individual Components Loc ation Address or Lot No. `-] ?N `+aS Co j i= Owner's Name,Address,and Tel.No. 1}ZC6-� 4 •"«,,Assessor's Map/Parcel 05 1 CO-7 M2 �T" 1�t �?A S &V L ZQ dszc- t(L .E Installer's Name;Address,and Tel.No 77/ 1 Designer's Name,Address and Tel.No. Type of Building:" Dwelling No.of Bedrooms Lot Size' ' sq.ft. Garbage Grinder (�; (other , Type of Building w� ,, No.of Persons Showers( ) Cafeterias( ) 3' f Other Fixtures o' ; Design Flow(min.required) 33fj� gpd Design flow provided ?j�J ` gpd - t - Plan Date 06 t 1C0'S Number of sheets _t Revision Date J l9 t_`l zooQn It G(� I�,":`• -� = ;Title '?_OemG NEW-ALL i3f: C k&L 9+�yrvvrfc�/ Size of Septic Tank k 50C> GA.LC-0 e_k Type of S.A.S. 12!X 2`5-' CIA"-W T" I h / Description of Soil b b -`�" �' g�,l9l o/k1tS� o ►b`(Q 5/"�R>, �s.R�Id r�A¢SG �,,r� Yn�� o °sjY tZ.s/ Q,� �( SAtU� Id�c r2 s f C, Nature of Repairs or Alterations(Answer when applicable) ' Date last inspected: Agreement: 5 , The undersigned _a rees t n r h o ensure a construction and maintenance of the afore described sc bed on site sew� g age disposal system in accordance with the.provisions of Title 5 of the Environme al Code and not to place the system in operation until a Certificate of ' Compliancas been issued by this Board o ealt ! -fir l C r Signe ,, y, Date Application Approved Date , p lication Disapproved by: r t Date the following reasons f,r Permit No. Date Issued r _ 1 THE COMMONWEALTH OF MASSACHUSETTS BARNSTABLE, MASSACHUSETTS A, (ferttftcate of (Coin Nance THIS,IS TO CERTIFY,that the On-site Sewage Disp aI System Constructed ( Repaired ( ) Upgraded ( ) Abandoned'( )byn�0 /� �� at („ t P,��� al� �S t "P' ������(fit C has bA�coocte •. a�ordance with the provisions of Title 5 and the for Disposal System Construction Permit No. l dated Installer Designer #bedrooms Approved design flow 33c> gpd The issuance of this permit shall not be construed as a guarantee tha the system w*IINfunctioi%as designed. s Date �� / / Inspector -----�-l-1 f---------.--(------f of—t�-- ------------ 00"- No. Fee dd THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION—BARNSTABLE, MASSACHUSETTS Wt5pogal *pgtem Con5tructton jermit Permission is hereby granted to Construct ( K ) Repair ( ) Upgrade ( ) Abandon ( ) \ System located at 6,71 and as described in the above Application for Disposal System Construction Permit.The applicant recognizes his/her duty to comply with Title S and the following local provisions or special conditions. Provided: Construction must b co pP Y - lete within three years of the date of this p• t, Date i t Approved b l / OCT-25-2013 15:44 From:BORTOLOTTI CONST 5084289399 To:15087906304 P.1/1 10/25/2013 17:09 5®8425961?:, SULLIVAN ENG INC - PAS 01: „a Town of Bams ftffle g Replatory Services 1 gum F. Geiler,Dh%dar Public Huth MvWom Thom=M Knm6 DOremr 200 h!zip Strftt Jaj=k.MA 0201 Cdju:908.8624644 F=S+d&M-6304 Form %COB s MsP 067/0O � Date: Sewage pern to Aaataa r* 1P of sat ''7'0a� "!•?I��a eO AddrM., OZC Addrma 4-15447 V,.+` °" a awas wed a permit to install A on Und Owe) ('iastauer) septic system at +,,..�� +e'R t-�t C _ bued on a desip dmvm by (addra d) �u.vp dam (desipff) Y car that the septic system refdrenced above was inatalted subs a=r ft to the dady;wbich may iacbude maaor VPrOTOd Cb2u19ee such M ]Metal relocation of the dism'b&6a box an&Or tank. a I c that system rafunced above was ins aed with major changes n W Waal relocation of the SAS or uTvcrdr-drelocationo£any ant Ogoe septic system)hi in accordance wlth State&Loot Ian revma or ccrtttied i*bWh by dewc.14 rbuow. tN OF M t (Installer's S*w ture) PMR SULLWAN Ole 26783 C1 �er's Ste) (AAk D-- p BUS) CobpUANC.B wILL vO T Br ri=D UNTII.ROTH TEDS'FORM AM AS-RVMT o A"K X2 aWn BY THE BARMAWA MjJC BIALYS bIVJMOM T9A1yKYOo'. nmmsdpd&%)eW*=Qrddadm F=M6-N,dw Town of Barnstable • s�xrrerw� • . MA IM Board of Health 200 Main Street,Hyannis MA 02601 - Y 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, Inca P.O. Box 659 Osterville, MA 02655 RE: '67 Pirates Cove, Oyster'Harbors, Osterville A= 0517007002 . Dear Mr. Sullivan, k You are granted a variance on behalf of your client, Mary Kariotis, to construct an, onsite sewage disposal system at 67 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/SullivanKarioris67. ri 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 ly, Wa ne 91ler, M.D. Chairm r _ . Q:WP/SUllrvanKanOtis67 DATE:Im E + FEE: '6 6rO BARNSrASM HAM \ i679. t, REC. BY p ` Town of Barnstable SCHED. DATE: Board of"Health l 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. n.> Wayne A.Miller,M.) . f"} VARIANCE REQUEST FORM `,-•-. LOCATION i Property Address: G r7 ? A�T�S �V G Dy5 k7a2 \ 4A 2W(Z-s Assessor's Map and Parcel Number: Ds\ l yo7o62 Size of Lot: 72) 39 5 Wetlands Within 300 Ft. Yes _ Business Name: N /� to No Subdivision Name: ANl C QLAR3 26TE7 3 j 2Zf 89 j APPLICANT'S NAME: 1"U+ka( 4 C AV_\0715 Phone - Did the owner of the.property authorize you to represent him or her? .Yes _ No - PROPERTY OWNER'S NAME CONTACT PERSON Name: C, I—A 2.I O x lS Name: C—�i2. �•�t-l—�v►�l� t�{� [� Address: I T %L A. IK (TA Cl e_LL-t:, Address:CA Phone: Phone: S--CE) kz l VARIANCE FROM REGULATION(List Reg.) REASON FOR VARIANCE(May attach if more space needed) D ko cm c ts' . Z_ t L t ;�- 5orua vi�c ;co tv V_i=Qu i►2&-V AFC►' �2lJ�tLL-0 NATURE OF WORK: House Addition 0 ????? House Renovation 0 Repair of Failed Septic System 0 ►\1ev0 LADSq:C\V Checklist (to be completed by office staff-person receiving variance request application) Please submit copies in 4 separate completed sets. t 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 v 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) 1pC Full menu submitted(for grease trap variance requests only) C:\Documents and Settings\decollik\Local Settings\Temporary Internet Fi16S\0LK3\VARIREQ.D0C MERRIMAK C API'TAL CO �'IPANY LLC ' himtn?tl (�ottr; Nov,tt7, CA ;9 !) 9 • (-1: �F75 4100 • Fax (-k15) 5$wi 5(i i January 3, 2005 Town of Barnstable Board of Heal-h 200 Main Street Hyannis, NIA 02601 Re: Septic Upgrade for 65 Pirates Cove, Oyster'Harbor-s Dear Sirs: I am writing this letter to inform you that my wife M> ry 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 variances relatinn to the design of a septic upgrade for these properries• Please contact me if you have any questions at(415) 475-4101. Sincerely, a Michael Kariotis SULLIVAN ENGINEERING INC. 7 PARKER ROAD/P O BOX 659 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 007002 Board of Health Variance Request Mary C. Kariotis 67 Pirates Cove, Osterville` MAP /PARCEL OWNER NAME .. 051 016 Susan H Crocker c/o Z. Crocker Limited Partnership 79 Pirates Cove Osterville, MA 02655 051 007003. applicant 051- 007001 applicant 051 006 Zenas Crocker VII 125 Woodlav%m Ave. Wellesley Hills, MA 02481 051 014006 Susan B Kelly 604 Poplar Ct: Pittsburgh, PA 15238 Sullivan. Engineering Inc. 7 Parker Road Box 659 Osterville MA 02655 Peter Sullivan,P.E. Mass. Registration No. 29733 Phone 42&3344 fax 428-3115 e-mail:PSuIIPE@aol.00m 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 : Mary C Kariotis' Project Location: 67 Pirates Cove, Osterville Assessor's Map and Parcel: Map 051 Parcel 007002 Project.Description: Install aseptic system that 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 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. Proposed Carriage House Ahearn Schopf"&Associates -.NA \ _ — /` 61N�3Fa1110• 'Ealt�t66�]2l6 9Epm.o�' . www.aheatngchopf...- - G-.W No-�Requi�t�evla®Ita� I —LANDS - b.:ue.wrNu \ I / / / �ue—s`,yrrr WYawwbgn� Puking Caun bs�Yde.ebr�.ew. '\ 0m:9.g a�tlfiemb bswY - - I I / Dimrnaioo.I Nato/Reganemmb� w O - ,,• , / IS� / \ \ Dnwmg Copynghe . �/- � /.� Drawing Title: Proposed 1 Site Plan wsrLAN Ds / Drawing Issue Dates: \ // °Di,. Desl� • -/ O Zmting�Reriew: M1b •p / I O / / Revisions&Addendums: On- 0 Dam: . .. \ (�) / �� / I� ❑Dace: - I - 1\ / / i � � ❑Dam: •� \ Dd"a..r /` / OD / OD- 0 W.: f / FO I / / D.—by: � Chakcd by:wmM1.® i Proposed Illustrative Site Plan: Lots 1 &2 ' Drawing Scale:V" 20' I . � i r - i Proposed j. Carnage House )Ti ati0 6"1 6-0' °9 aero ii.I C I sm"e I I tr _ I 4'FTONEVENEER AT FW DwiIDN WALL 61 IT-9}•to � ^ © OO - Ahearn Schopfer&Associate - -617 .................. (�' ". !'� 617 s9�0:9w�a.e Fvw—'m J - _ � •g. �a. _ _ 9wwt=oheaTnsehop[.eom'9w> I nmew �wvAeTnmrawr Q' al w ae.room moae r-t:• -r.9• I I i Generd No....v.R�Lq�te mmrntsr L Kim�hrn vm� • n1AmCwwnr�u�ucaracrwmmFtnm � '�� -. ova.nneu. wv.m.m..W e��mnm.e•s A. .___._--------- _- _ __ Humi WFine Stmaee PeuW I �: �v�• "��m �.+�+.`+e �+. LM.yJDi inWArca a - ... F ovearmW Tertace ............. Mudtovm _ ____s%Re ywarre�aYs •�/ _ Dam�ma ICP o _ Wes, I TYF�TLo _ r.r +•.;�.. F L ...... —�} V-6 Dmievsional Notes/Regmtemevte: rr Y tai I ril- rr r.s r s P.R. rlhawuig C pyr ghtm n Drawing Title: I ---------- I D � Proposed Basment { &Firsrt Floor a� Floor Plans Drawing Issue Dates: ® X Dressing ❑Desi�: - - Wow ew � � 6 u•i"iri• - ® W000 �d iRe n ............................... F- T.. .............. - -. ❑Zuni i - •.. ' ,' � ...nor ■6iddin: ms9.xo°9 Bath pl ❑`WiItlgg Permit: ■`omtrur won t.ro.x°w Revisions&Addendums: ❑Date: 3� �.p. _Foos � er for sr ❑Darr. On Driveway On— On : i a bme 1 Proposed Basement Floor Plan Proposed First Floor Plan 1 Scale:1/4"=1'-0" Scale:1/4"=1'-0" FC) - Drawn by: . Cbeckd by: x� as I I L Proposed Carriage House i 9 I � 8 �"• , . •8 s RII' P"b Y-]�' S-]i• s-xi .S.-�I_ 5]ONE FAIDIG ON - SOLID MAEONRYf4RE V i r� fWEL1AYFLUE LWER A•m.' � Aheam Schopfer&Associates I I I e,..:.sw••F.1,umesem eeFem..w ®i I T-M .aheor,uchoptc.com i � I—J waET I r; a.osm .. .. ...... ... Qa :..arv..w�aewPam Bath#2 Bd—.#2 LORAVE-----R--------------RIMIGL) urP�a+w.ma�naa aloo � --------- -----" ------"- ------------------------------- ._..._sw e a n o m L ---------- - -------------------------------- in ' I Pi FLASING A1KLVKLEYS. ,sMw,ryaor_�a'oW � i WmER AT a0fTON(1VPIV•L) �; I ............•. I �.e Beb-... V� arsre_,ar.u-r r_�® i _t-�+ � - e_if o nfr�r avee•+ ro_ Dmuavioml Nmea/Requi,rn�m®: ® Bth#7 r r t• r s• zuz •��•�� y I ,,- �� - Drawing Title: �.,, I 4 I s� - a Proposed A PD Second Floor& O ofDa — h: I -_ Roof Plan i ar,m I t9a.:r. a I 4 - TI I 21J2 I ..,.. - - Drawing Issue Dates: I#-,}• rx}- zs zr - O off_ice: 0 Di Bedmam#) 4 vrta ]&�2 ❑Zaa Rm b Biddin. ms]mw 4 ■- r t Q® - ❑`uM.gm omit A q ■C06gpa�Da 11.19.,DW v PR ® ® Revisions&Addendums: © - OD—: r.m r-s• s-r a•-r r-r rr OD OD— am: xro• © ❑Dam: f LL%% _ O Dam: ❑Dam: O Dam: 1 Proposed Second Floor Plan t Proposed Roof Plan 1 Scale:1/4"=P-0" Scale:1/4"=l,_0" FC)i - I D.—by: . - t Checked by.F.I�.®•e�Fm.® 1 of. s� t i � TOV I OF BM STABLE JUL 15 AM 9 32 � ---- —— — --- -- Proposed Carriage House O� — r _- \ _ I / Ahcam SchopCer&Associates PC A! i N611 36n.lin'•fN nor Stren -617 266]3 6 mn,5puue I E'aaanown�MA ra D. c, / I sox 6wwsw3aheamschopf r.com9 , Gcn<ra Not 9 WETLANDS v Dlmens IN /R Ls O :i `���. _ `. .•.`•_ /j5.5E %' `'.., \ ✓\ \ / / DrzwmB C VY ght n.w s�u� - ,I ;, - � L ��> .. ,.r• // '� xs 5ew•x/ �\ `I\ \\—L.__�' J'4 \ .•, I I sa„vw...�n..c..e _�`� ,• \•�/ -_- ����_ \ ,y': / � _ _. - s.'°�\\ \ :./%; � � - Drawing Title: � ,, •, /_ \\ � fir. / , Proposed Site Plan \�• •.• -- ,% _� Le. g r.J `S.� WETLANDS c nlxox=<J\ / I Drawing Issue Dates: < i a a / 0°c2�L r ,• / mn \J \ T ✓ j ❑smba g it of so / � .� •, - / / ■Cons c�ion x.os.xooe Revisions&Addendums: ° D 0ate Date: ❑Date❑Dare: \ 1�.55`' `/ ❑Dam: ��\�;\``�\``\.•`\ �' ❑Date: - 10 1�r --- I Drawn by: - i I Checketlby: Proposed Illustrative Site Plan: Lots I &2 ® Drawing Seal.:P:20' t G �D Of: - i I I I Proposed Carriage House i '9 s Ahearn Schopfer&Associates 60t�mmvlp A.mua IJ.x66.R 6 nm Square Il. Snen SOtl�9J9�9Jtx` �919�905) MA www.ahcamuhopfer3com General Notes&Requir ents: �-rz:u.o _ � zra• — � :......,ems.,.,. 8 =ai a e l 1 _—i r i oo � t l• i �ww�r.aerr:.ms.aa®.trams a.f ap b �R' �/ l.qj• A r DE fMDa(I VMIE5 WALL - �-•— - _ I �� __ _ _ /_ ViN ES House ktorage I I � 97 "•-' � �,' � 1 �,a„•a, _ ,� wingC ght j ICitchcn 1 J I �.---- -- I Y' _ , s.e=l1 ----I ,. 11-6./FishioR S—Re LiittR/D aAm ' aI r r ... - ee L Drawing Title: D i �Dge��erm �r I i Proposed Basment ;eJ I ; I &Firsrt Floor I� II J� i M. aom I - r- Floor Plans J I III �I -- !. I Drawing Issue Dates: -- a r<a .... ... ...... y. ... R,N ce, arou'°.u" l ..... �0'..1 a I °D�csig�: a Y w y Fatuity Room �h r ❑ZwDninyRc icw: .-- ■eaYi.n,sng r r ern ol.zJ31% 16.1 °RD_itd a � ■WD�sw�nan a Rcvid mons&Addendus. I � y °Datr OD t,: I Ln OfF 4-J�, j ❑Date ❑Date 0001 ❑Date a jDriveway ]1 6 •1P1 Proposed Basement Floor Plan Proposed First Floor Plan 2 P 1 Scale:1/4"=I'O" Scale:1/4"=1'-0" Drawn by: i Checked A. n . _ FIFE I I Proposed Carriage House 9 T iAhearn Schopfer&Associates PC i /9 r.�mmwlN K.mu< Dalon ZA r.366.3316 ixm Sum F<pno.�.Mn - ^SaB9199085 - w w.ahcamschoDfeccom I � I Gcncral Notcs& —S II' —i—]2;' i� .a• 3 tl �t 3))8_ 5'It• / mnR�ceN«aq NwuIoilrn�.m.Pinm.wu STONE ON -01 LOE FIME—Y FLUE LNER uo >.t.mwwle vs i F I I e I FN CRICKET ... .w b ___L ♦ta.. ... nBC Pyo B� s, Tvii � w . � yy11•—n— IaP.roa•,, hl 03 I .Cw _ uw NGLED RIWE UP(11'PICAL) - ..-t wOOo.•' . � `I.Deck ______________ b.. w° f .Q. ----------------------------- Drawing Title: n 12 Proposed a � -- I s^ Second Floor& �I 0 0 Roof Plan I �s /G :: LEno tanreocolmER I BunkR hi/ :'c HaIIWav s lO,s WIDER AT BOTTOM(iTPICAL) �.i ....... wWD I' ........... Drawing Issue Dates: ❑D 31, z•.3�• x.t�• '� 9'--�1• 6" „esNgn: "'' t—° I i B th az O Zoem�Rcvlcw. z..u• ■Bidd i .nYc.e.0 �I 3.1'�'�Jq� i...:.a_�'.... S_II• I b; ■rO saW��ion 13.a93WB � 03.27.— q Bedroom#z VSIz 5:a I Revisions&Addendums: C Date: ODatc: I r,Date: OD j - 1 O Date: ------------ ❑Date: -r v nTLN O Datc: L • ///'''/��� • Proposed Roof Plan _L Scale:1/4"=P-0., ` Scale:l/4"=t�G�� [Oi Proposed Second Floor Plan Drawn by: m mm - Chcckcd by; v.M+'^Wm.—'Prt— I � 1 I �o i I Of: I Proposed Carriage House 9 �r pores: elt sHAlJ.OamY Y WrtH 1,1E MM1i4[CNUSEI'IS SrAT¢BUUDMO LOGE In,E83 rDmON.•)[h[o. ' rOl w'e nH�NOT95� YMldr Gaiil p.eq^redpn,11 fin+ �Im u,w 4u•6a fwWuim 4np:so.n[•vdm f^ ? ammdy.m�w. R Ih•m.ime^•nd•mm�af9 .+m^dl mil baf)Ims m„n.m ra+. m� - W x A f�in3 Dull[eHemm meinmw Nl:m,mmyi�m.aa lm[rue rm•J 111 m.mml.�e• ^m: W � i '� 95 An fminr JuYhN.•<u NeMmA. z s °0` �uiw`. Jro Jm".a,.e w,+le•m9 me.aam:9 mmia.am:m.m rQ I Ahearn Schopfer&Associate u) Ul mc,.^m.^.".IIx A.•m+. Ae saG warwus. s )ss Ed ¢ )aM1M1 anG.. m+mm amm mmaf a KK� H . - Jm Jull mlmwaSn'i.ei.wm. u� •, M1lew Squ•rc t)W+.IvAmr EeB+pomp S, A Itr9dmm{.999 m^^•fad wml[m•.Imm;d,pa.iea mnunl piougd«minr Yn I flJ.www.ahearnschop�fer.com O Al lumlere l���m 1amalrallm ofaw mN�1911 � ? I . "„Jullbs)r.mtmm,e..ms•Nalmam: fy, i Gencrfll Notes&Rcquirem<nls: N,.mn p.i lv�)O�m I.Sm,Oam9J aa.am wll w•.niswc.mmm• s IVelzeoo9a,n-z ywtea oo,mo wim d mw•a.,m.d.:am llma ra-.a.� E.W., ...r�•..a,.m..^a.r..^...e. �^swe• . �, ;ela.^r d•�mmdmmw - d O bt I - •mh•n=mmim®.e . ��y.wvtwal^:m marp.vm..m 3�4 I-- I 34 pwaema..•.mevR.m mm®d ,•t. ,ll Y F - 0. D 1Not,,/Rq ree pstop[acv' >3%.ICJL FI utSN O vJ�S[T-rING Sf O.A owl � I — - I w I klc.m.la. mow+ •-[7alce eLac. d --— —IL O .'•woe.:.. "."""'®°.I_ m.._ A!le-? FPA1.�A4ml .YT+a. z O c....l��m.,m.l•�m..ma..aA� TaP ap FVrsu:[f.. 4.5 _ o J W O brewing Copyright: r Y I' 7 u) vFi B oTTPIw aF FPa:Yaa•. O. I ,c P.P`~ �_ O W 0. Awu..,.e.r.cma r....•ua..0 - )voEs`l aALPo mooa�o.l+.a Gae.a-Hoy ;d NWp I I, Drawing Title : _JIts Structural Drawings r f Drawing Issue Dates: A4 o Cz)eAv Stu. ❑Dem,Ln A P.a a o.�. Hvsn,uatn ..w/G--1u6✓P L.Pt. '"'-1' V4 eltV.fit. I vow^! C' � _ � �•d I ❑Zonein�ftevtew. I F a �W( .,.�$•(ou6 V4Ai6ltt). 9�^(,nw•r.k 9�q'G<I6`d.IB. pj• I � I I I � ^� - 2r5 CGK(. 6.'.f-tB. PIf-ov lnFAl'i"[,x't Cn" �1" <o'" u�yetff`N.GI.G. �� ❑Bidb m�� PAR.I<a.'HtJ. DG-LP cal-.px�a.c1 6 j9' .. V __ _ �w1 r�g�+ atl °i�• � m 1 ❑Builrcdl�§Perrrtit. 2.G`GI2°�r412-"5B 2d FPa W9w � ORSrJ[.Fu K4 Q m n M1A o ws.5a16'ac.mr-F I' 2°5caar.eT<b. T c+ t `5c-tvVcl BV., ■CoNs�ctfjon z.sc.moe tlAr,La°V 7e LP RE Q_. 4.5 _ U -'Acl6 W -e6F ///TTT���� CVA-P. w-a � aA v ela". sA - c Iz• / I p Revisions&Addendums: I ODate: G =4.e Ey 3 ❑Date: Date: pp i M14µLWo.a. cd2 9�aly Psl- µ. e7te. ro osma ❑Date: 0 Date: e' I EL.0.5 tom- r• ,�-1 e ., mJe� FO U N OISTI O.t.1 -AL. P�alio.m c oFh. L,Ir'• 4o P5�. I/q..l'-� GaoRnan'f�+Vr;s.I P•( uwvnos.sg µw. -e•BG •V padvinc 94a1.u,vaw5.�uv5r)wvt.. A.I... 2-a c.pour. U//t.?6 9WN6. MtP.C-mwro?CPPF.DrSGH. FIJ. GRnoa Q�MYE3W l0. - � .. wla9�uP cauDrn olJ µ�-ryfuJ Pf+cuNT aF'P u.�t.lc,. r coP[�a.A1F w�etA-.ow45. � 4z•_t!o- �I:Y65'(uAfl 1`�-5-[a+A( Mernup 3 40 lAu.F4� _347.»o7G Y1 I Ilo.?4. (2-STrA•-'(� fA,l.5 Lfa.f-t I J . .. Drawn by: .^mmNe•ha•.m—prm mm Checked by:P•Im•mo,lm.mmemgm.d.^ Of: _ �•✓+'w'l P` I :. » /-�r. ^..,'�4+.+/f--� -„`-r"1�rY'1y --,r'f' i• aTr-t`... -- _... ...-._-__.- -..r v �w� $��� g ,•�'` 71m6rtta�7Yme �, J t� a 4 k�• f/ Pt ' 6 ZONE• Vent - Final Locatation to be ( f' ` `ItBiXlity 1 ' i 6 ' Determined at Time of Installation so gOpltl4 ° • ' ° RF-1 DESIGN DATA-HOUSE NO.67 SEPTIC NOTES as to be as Inconspicuous as Possible '' ,•�\ Single Family 3 Bedmorm 1.Location of Utilities Shown on This Plan Am A At Least 72 Hours °°"`" I� Area (min.) 43,560 SF R y �"°" Nbl$y�"-"`� J? :3" `� , � p No Garbage Cmrxkr Prior to Any Excavation For This Project the Contractor Shall Maki Finish Grade IiL • o • ap + 87,120 SF (RPOD) Daily Flow=3X 110 GPD=330GPD the Required Notification to Dig Safe(1488-344-7233). Slab t r a r Septic Tank:330 GPD x 200%=660 Gallons 2.The Contractor is Required to Seem Appropriate PemMs From Town /a • 0 o a Fro n t a e (min)n) 2 u�t 500 Callon Septic rank Agencies For conatmction Defined by This Plan. F.G. EL 5.00 F.G. EL. 12.00 3' Mox. ;U € O J 3.The Water Lim Shall be Contructed in Coordination With 9 Min Compacted Fill Width (min) 125' see Note 4 (typ.) Filter Ub t + COMM Water,and Shall be m Accordance With 248 CMR 1.00-7.00 � }} Setbacks: LEACHING AREA Fabric LerN�fn r _� (t w. ati &310 CMR 13.00. with i.� V r 330 GPD/0.74=446 SF Requved 4 Install Risers with Cover to Within 6"o{pmished Crtazk 6 And/Or D 0 a s1 Front 30 Sidewall-2(12'+25' '=148 SF ( SEE NOTE 7 (TIP.) 1/a" - 1/2" R141 )16, 0 4� t5 12 Cover Over Pump Shall be Cast Iron. V 4 6 yya as o ' Bottom Area=(12'x25')=3D0SF 5.All Structures Buried Thine Feet or More or Subject T Pea Stone Side 15 _ \* t • �' „ ' O o__rjo , 448 SF Total Provided to Vehicular Traffic to be H-20 Loading.It is the Engineer's 314'4 Rear 15 Recommendation thatH-20AlwaysbeUsed. EL. 4.00 LEACHING Double - 1 1/2 a Top EL. 11.00 Double Washed \ t 3 LEACHING CHAMBER DESIGN 6.Septic System to be Installed in Accordance With 310 CMR 15.00& Installer To EL. CHAMBER �?� • �p 248 CMR 1.00-7.00 Latest Revision and the Town ofBamstable Confirm Prior E 1000 Gallon D-Box L. 10.23 Stone y • pp All Pipes to be Schedule 40.Use 81u R•Ra To An Work 1500 Gallon P Board of Health Regulations. Pump Chamber a OVERLAY DISTRICT. 2-500Ga1 asbed Slow a Shown. ping y Il1elWroo/od/Ssab u- -fb' �'t � `` . ' z All Pito be Scn.40I'Vc. Septic Tank - EL Leachin Jt 12'X 25'Washed Stone Fields a Shown. P g R.Inlet Tees Shall Extend a Minimum of 10" w/Tiro(Y)Coots or Appovad Saalmt � - BelowtheFlowLim. tNrt.pooM/S»lod Flow E uilizers Chamber I r 4' - 10" R ` If r„-.`�Lr. w/Tiro(1)Cast.°r Mw°wA Sadmt , 12• )! t AP - Aquifer Protection District 9.AnOutletTeeS II Extend14"Belowthem°wLim, s Required a, ' l ? �?I ---.- and Shall be E ur d With a Zabel Filteror Approved Equal. f` rnpsa - '=~q =` As Shown on Plan Entitled q '` �X 77 � If Encountered Remove & Replace Cross Section Of Chamber =5 d Q Revised Groundwater Protection �., M ,� . .x-, All Unsuitable Soils Within 5' of dal e a �iS Bedding,"T"s, & Baffels The Outer Perimeter of The System c` Not to Scale a or Overlay Districts" - April, 1993 10' as Per Title 5 10' Min. - Slab (See Notes 8 & 9) 00 20 Min. - Foundation EL. 1.80 No Groundwater FLOOD ZONE: � t see Test Hole 2 PERC TEST: 10,895 `\/� Developed Profile Of Proposed Septic System Zone All, A 13, V17, PERFORMED BY:PETER SULLIVAN,P.E.-SULLIVAN ENGINEERING `� \ / LOCATION MAP: B, & C (see plan) SOIto L EVALUATOR NO.2376 JY Not to Scale WITNESSED BY�DONALD DESMARIAS,R.S.-TOWN OF BARNSTABLE Scale: 1" = 2000'f Community Panel No. MARCH4,2005 #250001 0018 D TEST HOLE-3 EL.12.0 TEST HOLE-4 EL.12.0 T4"0 W.Cow ASSESSORS REF: July 2, 1992 OLAYER CK RII OLA BLRA R1l �' ,o PVC "Im I/G� � / ` Appro-1 EWd 6" ORGANIC LEAVES 11.5 6" 11.5 £ ' �r7 Mop 51, Parcels 7-1, & 7-2 DRGANRLYR5/3 _ - a „ E LAYER I N 5/3 E LAYER I OYR 5/3 BROWN BROWN '' ( fJ q ° °w `�Q• M / COARSE SAND 10.4 COARSE SAND 10.5 \• CoitbM om6w For BI LAYER IOYR 5/6 BI LAYER 10YR 5/6 ) ° » Fo DroYr `c 1 DIRECTIONS: YELLOWISH BROWN YELLOWISH BROWN / roe n nowt I.o-Box Mth ldg.& Stator Local / A21 �� O i 4D.22' 27" 9.8 24" COARSE SAND 10.0 ''2 fiver Bl a dt Doc Cod" kit B2 LAYER IGYR 6/6 B2 LAYER IOYR 6/6 Atom On EL t.N V / From Hyannis take Route 28 toward Osterville. BROWNISH YELLOW BROWNISH YELLOW L»d c a0 4-2• O / �� / O 43" COARSE SAND 8.4 39" COARSE SAND 8.8Got. mi) rank.Soh.40 PVC / / Q a / Jt N Take a left onto Osterville West Barnstable Road CLAYER IGYR 6/4 CLAYER IGYR 6/4 Off El.0.50 _ and follow to the end. Take a left onto Main Street. LIGHT YELLOWISH BROWN LIGHT YELLOWISH BROWN e °tr • z0Sch.40PVC / _ -- Setbo¢ COARSE SAND COARSE SAND t H.P.M e'-r / -"I / - 15' k. -7 - II ! •7 Take a right onto Parker Road. Take a right onto so" PERC TEST 7.8 NO GROUNDWATER ENCOUNTERED ar 3'20" w ` O I 25 GALLONS IN,15 MIN Boftam D.-1J3 A20 tj 81'3 West Bay Road and continue as it bears to the , " <2MINAN 2.0 , " 1.g M„ 1000 Gallon �' left and becomes Bridge Street. Follow over the drawer 369• Al 1000 Gallon Pump Chamber Plan View bridge to Oyster Harbors Gatehouse. Go left on St-Afk,. Oyster Way and follow to Sea uit River Road and left Pump Chamber Section Detail Not to Scale on Pirates Cove and house 7lot is straight ahead. \ /� \ Not to Scale A19 garb tf 72103 y _ -- -- -1b'Setback (� PFOP. SEP11C TANK & / / �`1"I 11 1 A2 115.54 �_._- AtB ;�f /j /, / \. �y 5� 13 D (l PUMP CHAMBER W/2" r / i ` - i / 1 / , / N F.M. TO D-BOX / - \ f \ -- --'� 1 / • N � ,^� t ,� 1 � 1 4 \ �` _ __ -- -15' Setback � Lot � / J DESIGN DATA-HOUSE NO.65 O (D I i 'I 1&0 VELOCITY I _ __ 12 ✓ ..'' j M. Nogcarba Family onnde*t3edroonrs 7 \ / g1 1 \ _ i '�+ / ' I i.• ` l Daily Flow=7 X 110 GPD=770GPD ' \5/S1ORSFI STONE ZO�e Septic Tank:770 GPDx2(ID%=1,540 Gallons 13.0 v i lee / o use z000 canon saps°ra,rk T.O.W. w-4 / 269.18'J` W _ -- -- - \ { `,n �e i I� i j/ / t o 1 1e t� �Ai 1 I (� / I J �/ �J If /'" �' /` _ 1 / 770 GPD/0.74=1,0413E Required {/.� ,. ` , LEACHING AREA O ° A17 j �I t, ( ; �i �c RVv \ / Bottom Anon=(12'x663•)=756 SF Resource Line ' j t� sA56 SFT tal2Provded SF 50r \\ 1 - � s �, ` 't i \ 1 Q� as Flagged by ENSR �i-� - - K 7 19� All Pipes to be Schedule 40.Use \ - --�- I 1 �y � •o I 1 � f / LEACHING CHAMBER DESIGN I / i J 7-500 Gal-Leaching Charnbe s in a A 4 ac / 0`' `' / 12'x 63'Washed Stow Fields a Shown. \ �1_ >_r. - \ \ \ � r' / lI `'•. Wetland Resource Line :' / GARAGE & DRIVE TO Flagged by ENSR m 1 Q A16 REMOVE & DISTURBED •:\ as Fla _ G DM 1 ? `` i \� \ \ / 71RE7M5-REVEGETATED� 1 \ tope \\ti\t \` \ I \� W/NATIVE PLANTINGS ) i frl ^I e / / f / /,� Q(+`QPOQ� / 5 A5 d 1 / j �. 0' ° / EiEvAIL .I�!✓ \ J o (A I\\\ \ \ '00,� I PROP. N.G.v.D. SEPTIC NOTES 2" \\ �`\\\ \\ \ 6q�FSFs.gC/�,/r \ o /COURTEL.G9.0 • i ' e2 ti� I i /f l` ' /• / / 2 i \ �l -p , A Qa 1.Location of Utilities Shown on This Ran Am Approx.At Least 72 Hours -47 Nq ) \\ i TO.W. 12.0 / B1 A14 / �J / L/ / G��S� 2�K /' Prim to Any Excavation For This Project the Contractor Shall Make / /tyk [. '/ ro ��,• TH-1 / ,/ the Required Notification b Dig Safe(1�88-344-7233). \t \\\ \\ \� \\ ?Jo kP I 84 \ \ I I i ! / / / f ,�l '.TLe Cn,+tns �,'w v{+ired to S-+. APPoPvlewem:ih,Fnx.i.cm \�\\\` \` \ �/ \\ "'i. f f tQ� ,.�•836 833 I I f f. .\ \ ,s�. % i. ' ! / The Water Lisa Shell be Constructed in Coordination With u'p CZ I 1 � 50 1'� \` / i'',/ / i / .ft/ TO 4BBUTTER'S COMM Water,and Shall be in Accordance Wier 2A8 CMR L00-7.00 \ c A6 I r �.� fj ARAG_ S.A.S. PERMIT &310 CMR IS.00. Top O f �\ `\ \ / / \ �� 11 B34 B I II \ , \ \ r / r J ( m_3,'7H_4 NO. 98-232 PERC TEST: 10,894 4.Install Risers with Cover to Within 6"ofFmished Grade(7 Required). r+ \ \\ \ \ .r" I \ ; \ ,� Cove Over Pump shall be a et Iron. Coastal Bank \\\ \ o' LAWN h B35 I I / / ,' / % PERFORMED BY:PETER SULLIVAN,PE.-3ULLNANENGINEEAING (Town Def.) \ �` \\\`� \ ry_Tr 1/Q t C r= \\ I I J/ /1 ' � Y ,/ / ^n S.At l ehiStructurestarBuried Throe Feel a More or Subject the D� C' 1 \ � � f' ^ � � / „r � / \ � ,� \ V" �• SOIL EVALUATOR N0.2376 to VehiculerTmRclo be H-?A)Loading.It is Ore Engineers I \ A13 i Recommendation that tl-20 Alwnya be Use& r / \ / �1p WITNESSED BY:DONALD MARCH�A3np53.-TOWNOF BARNSTAI.,tfi 248 CMR 1.00-7.00 Latest Revision and the Town of Bamemble B32 'O 1 - // �' / v/;. '� EL.12.0 EL.12.0 6.Septic System to be Installed in Acc�we With 310 CMR 15.00& \\ Lot 3 I / ' \ / / j / 5� T D No.usfB�232 AIN TEST HOLE-1 TEST HOLE-2 I } i /'" ' S HOUSE S.A.S. PERMIT Board or Health Reguleeona. lj /I \ `\. / I W. �' / •'' O LAYER I OYR 2/1 O LAYER IGYR 1/1 7.All Piping to be Sch.40 PVC. `'. i I00C 0J% :' /✓ >. l08' BLACK BLACK 8.Inlet Tea Shalt Extend a Minim nn of fir \4,\\ �, �, •/' f. f \ / '•, (r1 / ( 90� f , ° 3" ORGANIC LEAVES 11.8 4" ORGANIC LEAVES 11.7 Below the Row Line. \ \`�l�\• '`. '\.. ./ /' '"(n ",R. P �R \. e31 t� I I ( ( 0 q Pea Approved Equal. pQQ B7 ' �O / f QO h 45.. I i' 9.An Outlet Tee Shell Extend 19"Below the Row Line, E LAYER I oYR 5/3 E LAYER IOYR 5/3 .. CC,, O QRG \ I BI(owN BROWN and Shall be E ai wine a Zabel Filter or ��•� A � O� � // ,�' ��� p^ COARSE SAND 10.6 16" COARSE SAND 10.7 \/\ ` \ 9 \ I I I� LAYER IOYR 5/6 BI LAYER IOYR 516 `'" BSD \ \ V\\ YELLOWISH BROWN YELLOWISH BROWN ba k 'pi \, .ft `` I� e� 26 9.8 27" COARSESAND 9.8 Set c i \ �\\ �\ Al \ ��/ / �OGIr09 ROWNISITY B2 LAYER IOYR LOW ROWNISIT6/6 B2 LAYER YELLOW ,,(( 1 �> � � -o �I \ � `�•. �` `''/ i \\ � I \ `'- - 05� G I COARSE SAND o �/ > ( oP o e Qs 5 e Q� 60 40 COARSE IGYND 8.7 42" 85 9 \ ` '`� Y I O�O (1 ��' / \ \' star � 4 \/ f Q EL P (\ '\ C LAYER IGYR b4 CLAYER IGYR 6'4 �O O ' t9 �. hUtOf / \ R LIGHT YELLOWISH BROWN LIGHT YELLOW191 BROWN o I 1 O QA Z o B29 �• Y } i' �- P p' Vent - Final Locatation to be } lBanlr 1 1 1 > I "� t^ Z �'' /''� i / \. COARSE SAND COARSE SAND > > I T \ NO GROUNDWATER ENCOUNTERED �, ) g, as^ PER gG Determined at Time of Installation so \ i'I ✓ o i� ,I bock' ��. S A11 S \ �'� 25GALLONSIN<15MIN as to be as Inconspicuous as Possible l \ t 00' I I $-rt�G� O O nSgl 6 P/6 i ..•\ �I (Jt 5 15 Zs• �. O '� 120" <2MIN/IN 2.0 122" 1.8 Ocr nO 10 yg�s Q•\\ of �� i \ G 1 F.F. z > fig. . B 5r•s4 �� , �� o ��' ) 1 � ' _b F.G. EL. 12.50 cr 1 Lot 2 F.G. EL. 9.00 B27 / J o •B25 �� \5�/ 6 , See Note 4 (typ.) / Sto ���,� I •may\ // I L� '\ �•� � � \� � ^/ B11 �• 13 �' \� i' ;•\ S 7g41' � z,� J I �// I \•�� � i� ,i ! � � SEE NOTE 7 (TIP.) / j ? LAWN '� 9245 \a!y �s p CA 5 1 1 ' Top EL. 11.00 3n E \ \ :'`• _ f o?'oo I B24 Wetland Resource Line EL. s.50 h '' i Installer To EL. 5�' N. QP I 9�o' �.. S0 1500 Gallon D-Box 66' R i �m as Flagged by ENSR B14 t c Confirm Prior E 73 N by .� f P �0 s<" i O Pump Chamber Leaching 5 P P � \ To Any Work 2000 Gallon \\ ! J _ J G I \ /d�1� Septic Tank rwo(2)coots of s.daat EL. Chamber ,ttt.proof d/s.ded Flow E uilizers \� I o I /ry �, (V •/r»o(�aoe.or Mvm»d s.doat s egutre B23 15 �j If Encountered Remove & Replace ` All Unsuitable Soils Within 5' of b ? \\ " o Bedding,"T"s, & Baffels The Outer Perimeter of The System (`+ O a o. m � Fo / W 10' as Per Title 5 tO 0 1'• \ ? `� PROP. SEPTIC TANK & C�\ I ^ ^ Min See Notes 8 & 9 o Z \ B18 10' Min. - Slab \g< o`" \ / O,i f l ( ) No Groundwater r o c+g PUMP CHAMBER W 2" 0i 20 Min. - Foundation •' Q o \ Ban( \ �i / Q �c % _ P,'TER EL. 1.80 ee T 1 \ F.M. TO D-BOX B22 P l \� m �� 21 OE,' ° I.. a W-11 S«)AN See Test Hole 2 • �Do Developed Profile Of Proposed Septic System \L a \ \ \ \ EMOVED & DISTUR ED OPT' Not to Scale e (° Ba11k \ \, AREAS REVEGETATED lUndward �g \\ \\ W/>NA71VE PLANTINGS // fit` \'. \ \� \ \ Cvastal Ban `� ,; \ Z� �� rn 24"0.Cow \�� ac Flogged by \ ` 5 e(� G wP,� 2..rim AppmwbEgaai yaw. 10/9/08 Modified Footprint of Structures Finish GradL 7/3/08 Septic System Notes For noel swvrl - / �onk ` ° Z� - o. QROP�µP •° ' - , w - ,' i�i - , - 1- Orientation of Dwellings, Pool Area, ° 5' /� ,'' _ » Far Orate Porwr•fast Con6d 9" MaxMl ;one acted Fi71 Filter g \ \Is>\ \ 1/4/06 Parking Court & Driveway r \ \ To O-Box ~» I• »» Fabric \Rasa Ragoso o Ot _- Im-2 -- WM Fb-a.�.&Local Added Work Limit Line & Identified a^• oldµ s pao Cod- And/Or .4�5\\ 50' �T-- -- -_ / '~s » - ,,_�. f o 1/B' - 1/2" 10118105 Replanting Areas v / Pea Stone .\ t? �� Tank ,,oP� / Modified Footprints of Structures Per \�� \ "� "` \ .� ,i ,✓'"'' .t s OH El.a33 Srotaa P of T F nk \ a , e L=ACHING Do ble wasp d 6127105 4112105 Con. Comm. Hearing Q ! \ \ o /' F OGY ° °" ro•-o• CHAMBER Stone G<2�y Lawn '°1µP'" Added Perc Test Results & Reduced ftttam o.Lrl Jyo 4�1� ` "e`a 1500 Gallon 4' - 10" I 4/7/05 Footprint of Overall Project l \ \ \ S 1 1500' allon --- 12' Modified Wetland Line Between \ `\� Pump Chamber Plan View Flags B-38 & B-25, Changed \ \ / Pump Chamber Section Detail Cross Section Of Chamber 2122105 Coastal Dune to Coastal Bank Not to scale REVISION Not to Scale Mot to Scale SURVEY NOTES: PREPARED FOR: PREPARED BY.• TITLE:Bank ,1 it r osed Overall Site Plan \ Pop 1.) The property line information shown was \� \ compiled from available record information. Michael A. & Mary C. KarIOtIS Sullivan Engineering, lne. CapeSurv (b a - / 7 Parker Road & Septic System LEACHING x e LEACHING \�^ . / ' ~~ 4 Hil Arita Circle PO BOX 659 CHAMBER CHAMBER \ � \ 2.) The topographic information was obtained Osterville, MA 02655 Osterville MA 02655 e t \ � � from an on the ground survey performed on Belvedere CA /� �L 2 � \ (508)428-3344 (508)428-3115 fax (508) 420-3994 (508) 420-3995 fax or between 17/JULY/03 and 30/DEC/03. capesurv@copecod.net 65 & 67 Pirates Cove 4' 12' T 4' 4' 12' T 4= , /' -+, 20' Z�' �� � \' � /10 r VARIEANCES REQUIRED ,.�' lj 3.) The datum used Is NGVD 29, a fixed mean Barnstable (Oyster Harbors) ��++��++. TITLE 5: j \ sea level datum. 30 0 15 30 60 120 Draft: Field: MDH/WHK a`�`� 310 CMR 15.211(1): MINIMUM SETBACK DISTANCES FROM PROPERTY LINE 10 FEET REQUIRED 4 FEET PROVIDED. Review: Comp.: WHK/RRL DATE: January 6, ZOOS SCALE: AS Shown AN RLS VWLL LOCATE THE PROPERTY LINE PRIOR TO INSTALLATION OF THE SYSTEM. Project: Project: C430 KARIOTIS KIJ I1)14,1`TCE? 65 PIRATES COVE OYSTER HARBORS OSTERVILLE, MA., 02655 GENERAL NOTES: THE DRAWING AND ALL OF THE IDEAS ARRANGEMENTS, DE5IGNS AND PLANS INDICATED THEREON OR REPRESENTED THEREBY ARE OWNED BY 4N D REMAIN THE PROPERTY OF DOREVE NICHOLAEFF, ARCHITECT INC. NO PART THEREOF SHALL BE UTILIZED BY AMY PERSON, FIRM 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 DETAILS ARE TO BE BROUGHT TO THE ATTENTION OF THE ARCHITECT BEFORE THE WORK HAS COMMENCED. DIMENSIONS ARE TO BE USED AND NO DRAWINGS ARE TO BE SCALED. 13-44 2 p_61. 2'_61" 6 2 2_6y' S'_111. 6 6•-61. 6'_101. 2 9'-O' 2 5'-6' S'-6' 2 9'-O' 7•-O' T-6' 7'-6' 2 2 4 1 2 2 GA06 GA06 GAO 7 <0)7 r-------------1 ---- --- ------------ I F1I —————— —I \ _ /nI.CIT BE PROVIDE OUTOS DE n ® O \ PR O c ,n ,n X cry PAN RY `� IIOYK D C-G101.2 - v 10 GA RAGE Wl LLS ff CEILING G - T RECEIVEJ(1)LAYER 5/el,X' l- I TY E' W O ryB CONTINUUSI C-GIU1. q (T P.) 9 3' ® C 15'-52 v 07E I I I I I I mry c� I R G: a a L— ___ J L— -----� 0 0 LAU DRY M C-CI01. REM TE OPEATED REM E OPER{�.TED Q Il .x( 6 iD m MOT RIZED GAARAGE MOT BRED G RAGE REF. R17•- 4DOO OPENE�I(TYP.) DOO OPENE�TYP.) 1'I u u DRT� 62'. 51" 61° l 51. LINE OF DROPPED 51' 1- O7C 0 2 13'-O' 2 12-1' 2 CEILING ABOVE —� 7'-O' -8" 9•- O 3 0 Q _— - - - 2 G/ B ( P L-CA AIYA/ICI CHEN GJ BREE EWAY G107 61� �78 le) OGj GARAGE u3 2'-O" 5' 2 SLIDI G POCI(F V G1 5 DOOM c'w OOWDEI ROOMi nry O n�O'�lO G1-9 A GARAGE 114 1 v SHELF 5'-6' S'-6' 1. -11Z 3'-1' C-GI ICH 13 1z r--- — —il- (t—r L7Y[,E AGE WALLS ff CEILI G c RECEIVE(1)LAYER 5 8' .IQ °X'GWB CONTINUO SU 1 R 1 B' 61. :)7r 6.8 2'-102 2 N N I ' I 1y oQ ry 02 O3 tiry m O B -- - ,- DOREVE NICHOLAEFF U/ \L] FOOTWA SH TO BE U ARCfIl'I'ECT INC. En 2 / PROVIDE OUTSIDE DRIV WAY alz MAINsnlu:-r �rmRvni.e,mn ozess -- ------_.__— ———— -- -- TIiL.ws-Izuszva ———— ——— ewX eoerm-zuo z' S'-11" 3'-111 5'-6. S'-6' 3'-11Z 5'-1T 8'-7" 7'-6' 3'-10q N-7a 3-73 2'-3a 6-62 40'-6' 66'-6' PROJECT NUMBER: DRAWN BY: J.A.D./D.A.V. SCALE: 1/8' = 1'-O" DATE: JANUARY 6, 2005 TITLE GUESTHOUSE ®� FIRST FLOOR PLAN A01 FIRST FLOOR PLAN - GUEST HOUSE KARIOTIS RE?SI1)E`T(AL 65 PIRATES COVE OYSTER HARBORS OSTERVILLE, MA., 02655 GENERAL NOTES: THE DRAWING AND ALL OF THE IDEAS ARRANGEMENTS, DESIGNS AND PLANS INDICATED THEREON OR REPRESENTED THEREBY ARE OWNED BY 4N D REMAIN THE PROPERTY OF DOREVE NICHOLAEFF, ARCHITECT INC. NO PART THEREOF SHALL SE UTILIZED BY ANY PERSON, FIRM OR CORPORATION FOR ANY PURPOSE: EXCEPT WITH SPECIFIC WRITTEN PERMISSION OF THE FIRM DOREVE MICHOLAEFF ARCHITECT, INC. ANY ERRORS OR DISCREPANCIES ON THE DRAWINGS, SHOP DRAWINGS AND DETAILS ARE TO BE BROUGHT TO THE ATTENTION OF THE ARCHITECT BEFORE THE WORK HAS COMMENCED. 5'-6' 10'-O' - '10'-O' gyp'-p• 6'-p" 7-p° B-p• 7_p• y,_B• b._�. 3,_3" �• DIMENSIONS ARE TO BE USED AND NO 2 3'-6- 4-1' 4'-0' 3'-6' 3'-6" 2 DRAWINGS ARE TO BE SCALED. 1 2 GA06 (Cl>06 GAG7 G G7 \ - I4 O O Q N � - 24B 24A v 21B 21 10 �B M - v 51 1. �N •=Iry •Iry 79B 2' \ 9' 2 B'-O' rc 2OB� -m" t GUE ,.8E M ROO tt2 w C-C205 �E N TDa pY€R i nIY b 5 .. - c1Q - \ \ 1. ©p2"E 2 2' B' '_pZ" 2'B 3 _ A- m O lEA%sHWR. / 9 72 - 6-� a \ m G2tl9 N / \\\ \\\ O BATH Sk2 - OF G2o6 \ G LOC TIO � b \ — — — / 3 b b m , G2�5 G2 SHO�I RQ - CjU/EST EDROO /3 B O 3 I GL S G BB7 s sH LF E RO / / •,.:-,j // ® I D 2� cirv®OS TE__— G2o4 \\ �lk \ UEST BEDROOM2 3 4 B2 2 s' " 3'-4 PA 52 mry 82 / 0B A n G - M m G2O4 ,_ry rc 29 rN 1 v v B L Y GUEST BE ID. HALL -- -- 1 / AI / LL ; i K a ry ria w N Y'l 5r rR_ m � • c - — P — — ——— ——— — -- -- I _ clry ' N A b - 14 14B cHill DOREVE NICHOLAEFF ARCHTMCP INC. MAIN ti EPT Og�}JIVIIJJ?,MA U2fi55 TEE. 20.I_-5(IN420.2.02240 1. 2 3'-0' 3'-02' 5'-O' S'-O' S'-O' S'-O" 5'-O" " 3'-6' 4'-O' 4'-O' 3'-6' 3'-6" T-V 3'-3" PROJECT NUMBER: I I DRAWN BY: J.A.D./D.A.V. SCALE: 1/8" = l'-O" DATE: JANUARY 6, 2005 I I _ _ TITLE GUESTHOUSE � s V, SECOND FLOOR PLAN ®f G A 0r SECOND FLOOR PLAN - GUEST HOUSE o : .. e ZONE. ` Vent - Final Locatotion to be Determined at rime of Installation so RF-1 DESIGN DATA-HOUSE NO.67 SEPTIC NOTES as to be as inconspicuous as Possible g Area (min.) 43'560 SF Single Family-3Be&== 1.LoationofUtililies She"on This flasAnApgmAt Lad 72He= 0 No tiatbageth6o4v Mato A"Excavation For nisNaddoCoWadWftUMdw Slab Finish Mode 3 87,120 SF (RPOD) Daily Flow-3X 11OM-330M the RequiredNotifcationloftSaB(1.94M,1.=2 (a Fronts (min) 20' SeWicTask:330GFD:200%-6600allom 2.The Coftae bRegnirodtoSeameAppmpiabFe®i4FmmTavn a t ; use 1, AganciaF«CmatructaoDeOoedbyThisFim F.G. EL 500 F.G. EL 1200 3"Max f` Width �min) 125 3.ThewderLha AIR beConhnetedinCooniauanWim See Note 4 (typ.) 9� Min Compacted nit Filter AREA Comm water,and Shen be in Aecadtoa Witb2 11 CMIt IAD-7AD Setbacks: dr310CMRisAD Fabric Front 30 330OPD/0.74~4469FRegoh ited)ad 4.installRiatswithCovertoWithin6"drh6ha0mde(6RequAndlOr ' sidewali-2(I2•+2SV-f43SF Cover Over pumpshdihaCsadImo. SEE NOTE 7(TYP) " 1/8" - 1/2" Side 15' Boil=Am-(ITz25)-3a0sF s.All Structures Buried T1maFeet«M=orSd%od Pea Stone fi• u ,}• ;3 o , 440sFTONIFMided avebiowarrnflicabex30ImeftniagOU&eers e" Rear 15 RaoumrondatimemtH20Alw"boUmd 00 3/4~ - 1 1/2' ran EL. 1:.0o LEACHING • �.�.' s� �,_ � LBACHINGCHAMBERDESIGN 6.seyuesydemahetaaauedinaaxtamawm3tocl.ntlso0a instoiler To ;B;, Double Washed + vb All III lobe Sebedds40.Use 243CMR1.00-7A0LatedRevWmudfboTamofBaenublo 1000 Galion D-BOX CHAMBER 1 To Any Work E 1500 Gallon p Stone OVERLAY DISTRICT. 7•��abosc.'alNa Pump Chamber 9 � � 125x2swashee�8toCeBhowa y Septic Tank � EL. Leaching ' Y 11.Idol Tom Sb Estaods ofl0" */Iwo(>J Qab orAp,rowd seaime Chamber 4' - 10" '��' o►.• BatowomFbwLise. �/� Flow E uillzers ./Iwo(�tHoh a,ypaue Ewslont AP - Aquifer Protection District 9.AnoaOdTashnBtta614•Be�w6.>4oaLina, eQure � 12' As Shown on Plan Entitled and Shen beBgoipWWithaZabdPiBta«AppmedE"L If Encountered Remove & Replace Cross Section Of Chamber N All Unsuitable Soils Within 5' of o "Revised Groundwater Protection 'Q, Bedding,"T~s, & Buffets The Outer Perimeter of The System N Not to Scale Overlay Districts" - April, 1993 as Per T1Ge 5 Mln. 10' Min. - Slab ( ) 5 # See Notes 8 do 9 FLOOD ZONE: 20 Min. - Founds ion EL 1.80 No Groundwater Co See Test Hole 2 PERC TEST: 10,895 Developed Profile Of Proposed Septic System ) Zone All, A13, V17, M"GRMBDBY:MMSULLIVAN.F.E.-s[B.wMawOINBHRm W LOCATION r� Communit MAP: B, & C (see plan) SOB.BVALUATORNO.2376 Not to Scale Scale: 1" = 2000'f Y WTI'NBSSBDBY:DONALDDBSMARi S,Rs.-TOWNOFMRMABLB Panel No. MARM4.2M #250001 0018 D TEST HOLE-3 12o TEST HOLE-4 BL.120 24*0 CA Cow ASSESSORS REF: OLAY) 10YR9/1 OLAYBRIOYR?!1 4aPIC 21YaL M-W qud July 2, BLACK BLACK i ORGANICLBAVB3 ORGANb7LBAVES NEW fin so fta. LU For Met Amw Q� Map 51, Parcels 7-1, & 7-2 BLAYER10YRSA BLAYER101YR3/3 1i BROWN BROWN BI LAYER IOYRs/6 BI LAYYER iOYRs/6 d / 1"r DIRECTIONS: YBW OWISN13RDwN � B a 1 F �� 1 �,, IIpA Fid.si sroa e'laal A21 ;c t ` OWy.!tilaa C1otNrr / \/ 0 � ' 40.22' B2LAYBR10YR6AS B2IAYBR10YR6" IToat 4,-r o / ` 0 "1 From Hyannis take Route 28 toward Osterville. dz BRp s M SA BAO�siND teed _ 0 Take a left onto Osterville West Barnstable Road CLAYERIOYRN4 CLAYER10YR&I ftnoy ON a 0.0 n"ad` Steve LRiHf YBLLOwiSHBRAWN LIGHTYBLLOWISNBROW11 ✓ ll tY and follow to the end. Take a left onto Main Street. �,,, �„ f tr-r / ,/ / /l 15' ._- Take a right onto Porker Road. Take a right onto W2 PERCTWSa�Lo�s>N<ls1dII+ 78 NaoRatnamA7ER11NCOUNfERID D 13'zo" W i -y i ► /� l o West BayRoad and continue as it bears to the <21411M - A2 '� s s left and becomes Bride Street. Follow over the drawer 19 i0©D Gallon 36 bridge to oyster Harbors Gatehouse. Go left on /' At 1000 Gallon Pump Chamber Plan View / Pump Chamber Section Detail Oyster Way and follow to Sea uit River Road and left / P Not to scale on Pirates Cove and house 7lot is straight ahead. 1 / 1 Not to scale At9 _ __ _.- ,f ;�% 1/ //1 / / r - / r; `,� +► NIF Barbara M Cleary ctf 72103 PROP. SEPTIC TANK & ,5 yi / i cn D PUMP CHAMBER W/2~ \ 1- e A18 / I/ / // / / / / ,. 13 F.M. TO D-BOX ti _--- -- ---1 ' r , 4 N •^� i / / / � \ �` I it Lot 1 ! // 12� ✓ / DESIGN DATA-HOUSE N0.65 \ -cue-{back % SiagleFamily-7Bedmat. 1a0 vaoctry _ _- 1 / / / / Nocwbsgethinder Dl�rpEi�510N ARfA _ lo- I j `r•, t� 1 ` / ,� / Daily F►ovIIIOCWD-7mcmD t / �� 1 5-10\LB STONE _ _- ,70 \)r / II / J / / / i /1 N ,/ Septic Teak:770GFDa2W'A-is40Gdm, .0. 13 --lf �, .•. - \ ,.t/ to/ � ! / rQ1 I / ! / / / / / I / use 20000asan Sloe Tank 269.18 _ /� \ Q `3(��P1 i i^ Qi / i / / / +.� / / •'�/ / 15 LEACHING AREA �Aj '__1 i I I A17 {/ / I/ / 7 f r ii / t / 77oGFD/o.74-1,04I�+Regoimd i n 1 ! /. \ / I sidewall-2(12+63�a3005R \ _ Wetland Resource Line BdtemAroa-(I2'x63)-7S6SP \ ( \ f I � W / / x / / / / ( ' s� i � 1,056 SF ToW provided 50 \\ :�_ - ► .� ,� j 1 4) as Flagged by ENSR \ �i LEACHINGCHAMBERDESION \\`\ __ __.�. , 4 % 1 •C / / / / ; i / / / :�,�' �, / 1� All pip t.14metobe ing4b s the ,a 7-Sao GaL LeacbisgCbambasina cA 12'x 63•wished StoceF.wisa sbuwn. Wetland Resource Line 91 car olA7vRB�o \ as Flagged by ENSR a16 r / \ o" \\\\\\` \\ � 6(E r v `� h 1 PROP. / B2 Z ii 1 /. // /' / + / SEPTIC NOTES // , 'k , �n 1.LondonofuuneashownonT6isplmAmApp=AILesd72Ho= \\\\\\ \ \ eir'9'Ymr< �� o� jIc oRw 1�0° \ / / / / _ _ A14 ~� / �' / / `'i •� �3 / y 2 the equird«is a inwDPriart*AnyftemtionForisSne � 233 t romTowa B4 waRegoindNdi IoDig�fee } ! [I?838 B33 \ I t / \ / �` / ,,! / / / Apm4esF«coa xedionL,*Gw.,ayTuarkaL 3.ThewawLine�enhecaanoctedmceow�m \ •15 / / / \` b Zo Q� \ A6 j 1 / / 50� \ \✓ r' / /, / TO A+?BUTiE7t S COMM Water,and Slat[be is Acomiso o 1YM213CM 1.00-7.00 \ \ �L 834 B i AGE SA.S PERMIT e310CMRISoo. Top of \ \\ \� \ / / / \ ! \ t i ` / / / \ �-' / / (( ( 7H-3 -4 NO. 98-232 PERC TEST: 10,894 4.mwuRiamo with Covert*Wig"4PofFmiabedQmIRequir*4 Coastal Bank \\\\� \�\ ` // / /. , \ tAW1r► 635 r / % / / �' J CMWOvarFsmpSMlbeCadbco. \ / \ / FBRFORMBD BY:PBTBR StfLL1VAN,PB-SIB LIVAN fiNGBO1tBt0 w .,` S.AI13nedmasBeaiediMeeFed«Maas«Subjad (Town Def.) \ \ \ j i 9 sOB.EVALUATORNo.2376 tovehicularTraflictobeH2o `\`\\\`` / / / } / / / \ d� RaommmddianewHaDAlws Ua d�� s A 13 wrrxsssBD BY:DONALD DBS S, •TOWN�BARNsrABLB // $ ! i ,` \ . a: .yya hoy oq s.24CMR1.00-7.00 System to be�tadRe Townlled in 0ofBmd"R Lot 3 I + '�� HTOUSE S A.S. PEM TEST HOLE-i B1 12A TEST HOLE-2 BL 120 BaaN otHealdt RagWatiooa oLAY81t IOYR?/1 o LAYER 10YR VI 7.A11 N0. 88-232 BLACK BLACK S.toldToomShanBxdesdaMi inamaoflo• � y O LEAVES B ORGANiCLEAVES 7 BelowdoplowLise. N \\\`\\\ / /�F� Y` m \. B31 87 ' r / ! Q '�� 1 q�i ,'� ` ' i BLAYERIOYR50 BLAYER10YR3a 9.AnOutIdTeo%dBxUodl9"BebwdnFlowL•mq • 1 / II ►!J\ ' /, BROWN BROWN 7" COARSESAND 18A 16. COARSBSAND 10.7 andSballbeEquipedwilbaZobdPUter«AppraadBgal. BIIAYBRIOYRS/6 at LAYER 10YRs/6 B30 ram✓ 88 O 1 �•� I �i' \ / l \ ry ! `� YBLLOwL41BkND Y$COARSlfBND 15 \ .�\ `•�\` Al2 ob ` \ .'i ` X �I`Oc�eg B2LAYBRiOYR6l6 B2 LATER 10YR6/6 \\\ \ I �'' . z , , .1 % \ f r Cjt BROWNIS IYBLLOW BROWNISITYBLi.Ow 9.5 C \ \ �p�\ . / I �'NCI 1 '� �i'a$ �'\, 9 afar �� / ' ` .'' \' / �0 4��rP e-0N\ L1fiHiYLBi1A eelwl 14 LiGHrLAYBRW�a owN t��x� Q c� • ... • , 1 G oQ ti , \Bonin , ` -+ $ 70 i'+ O y �i'' \ B29 .� �` �,`\ Utrf Z.\ ' \ �, % \ \ �. -� P�� coLLOWISIB COARSBISHB Vent - Fhtal Locatation to be l ? )-LA, ;'/ ./ o 9 /' `., 90, �` Determined at Tlme of Installation so .- /'If Y o t/' ° 9 ��' tb %'' `�. S 'y �� All S�Sa`. I ` �'� % / 48" SA t4OGRotRmwATERENCOUNiFRFD � �� � o� .• „ �) ee � � 6 . .{� �b �, � \ \ ^'" �•- 2sGALLONSB4<isM1N as to be as Inconspicuous as Possible R�828 15�'' rS's; 10 �fer1 \ N yc*`� �' \ G A I <2MDyB+ I F.F. ��' u►+� \� ��i fig+ o '�'ri ! 16 �. B27 Lot 2 �`�` / `��•�` �6•0 i�/' F.G. EL. goo F.GL EL. IZ50 ytone ���� I :.� �,./' •B25 �,�` ���/ 1l6i h1 See Note 4 (typ.) '��� \\ ` S �647• ~ i /� ..\` ' / 4.� SEE NOTE 7 (TW.) LAWN t I 1�' � I B24 Wetland Resource Line rnataua,°To EM EL. 11.00 PR d?° I as Flagged by ENSR 814' a• .� l'' �� Confirm Prior E 1500 Gallon D-Box 73 7y 1\ ?P. ` `. ��► To Any Work 2000 Galion Pump Chamber .._ ''� \" "„" `r i'• ; tJ• Q' n/Iwo f t>,aae er Z=1 ssetmt v � f � -' �ca r' � 1 � ,\ �' /� .,�''' •� SMwewwalwuTisdae �� flow E u0izers L Leaching /; \ , _ - o/Itw(9�tkab N A+A•e+s., Chamber s ulre \\ ' \` , (�'�✓ \23 / 15 ,.�, / If Encountered Remove do Replace �• , ,� ; All Unsuitable Solis Within 5' of b \�\ ( I \NK do / 10,/ /W -. as Per Title 5 Bedding, T"s, tl Boffeis% The Outer Perimeter of The System in ��• �.. ► PROP. SEPTIC TA f(\ I ^ ^ Min. Q\ o o '�W \\ � \ �•� c � PUMP CHAMBER W/2"\ Zo 10 Min. - Slab 18 �O,i / � / to. Le• (See Notes 8 dt 9) �� oo Ban F.M. TO D-BOX 822 QPi r J 20 Min. - Foundation b u 21 No Groundwater See Test Hole 2 .��► �, o . \z ; Developed Profile Of Proposed Septic System \� \ h \ \ and ward N �` W An AN cs - Noi to Sole 10 i l 3 � :' �' N 24 a CA Cover \ \\\ .\s�'� 4b�sstal Bantu 5 e \\\ \ as P'iq'gged by�Ely �� ," �, ' 40� u,rt"a 10/9/08 Modified Footprint of Structures \ \\\\\ \ \` ` �05 I �, MEW flnlsh crude 7/3/08 Septic System Notes -ba k 3'Max. Orientation of Dwellings, Pool Area, o / s"Mln c«n oared Fie Filter 1/4/O6 Parking Court & Driveway \�\ annFeerd BeaNlbes. Fabric Added Work Limit Line & identified Rosa Ragusa \ ' _ �` y✓'' -., tltdp s Elsa cbewa And/Or 50 . , -lbr-._-.__. _-ter_. k / s a- ,.-a- / 0 7/8' - 1/2" 10/18/05 Replanting Areas LOW Pea Stone Modified Footprints of Structures Per nk 1 Kgt •e r 1r' LEACHING �Do/t�,ble Washed 6/27/05 4/12/05 Con. Comm. Hearing \ l ( �,;A r IF GtOG t xt' --- --fo-o• CHAMBER Stone $ Lawn e�wo is Lts Added Perc Test Results & Reduced 5�s���1a) / lon 1500 Gallon 1500al 4' - 10~ 4/7/05 Footprint of Overall Project \ \ \ \ I 12' Modified Wetland Line Between �`�'• \ \ 1 ,•f 1 / Pump Chamber Section Deta� Pump Chamber Plan View Cross Section Of chamber Flogs 8-38 & 8-25, Changed Not to scare Not to Scale Not to scare REVISION 2122105 Coastal Dune to Coastal Bank SURVEY NOTES: Bank /r PREPARED FOR: PREPARED. BY.• TITLE: i z \\`\ \ \ \ �'� / 1.) The property line information shown was Proposed Overall Site Plan \ - compiled from available record information. Michael A. &' Mary C. Kario tis Sullivan Engineering, Inc. CapeSurV rn 4 Hil ari to Circle PO Box 659 7 Parker Road & SU tic System r% LEACHING 2. The to a ra hic information was obtained LEACHING \ ), \ / ) topographic P Osterville, MA 02655 OsferviJle MA 02655 CHAMBER at "1� \ from an on the ground survey performed on Belvedere CA At ..j Z ,�- %C ` \ (508)428-3344 (508)428-3115 fax (508) 420-3994 (508) 420-3995 fox or between 17/JULY/03 and 30/DEC/03. copesurvftapecod.net 4' -I- 12' __4_4 `- 12' -I 4' i \ F. \ \o� 65 & 67 Pirates Cove 20' 2 �' \'-. / i ( 3.) The datum used is NGVD '29, a fixed mean VARIEANCES REQUIRED Draft: Field. MDH WHK Barnstable, MastW.0(Oyster Harbors) . TITLE I- sea level datum. 30 0 15 30 60 120 310 CMR 15.211(7) MINIMUM SETBACK DISTANCES FROM PROPERTY LiNE 10 FEET REQUIRED 4 FEET PRONDED / Review: AN RLS WILL LOCATE THEProject: PROPERTY LINE PRIOR TO INSTALLA77CW OF THE SYSTEM. ec WHK/RRL Project: Pro act: C430 DATE: January 6, 2005 SCALE: As Shown X. 240 Opening Above For M.H. o 't . 1/2`OGaly Pipe For From aCover:-. --- GUEST HOUSE u ♦ S. - _ �oophrs Float Support oteNo • Vent DESIGN DATA Nolsy `.s Garage See NoteF.G. 12.0 Single Family-3 Bedroom F.G.9.5 No Garbage Grinder ,y •"j , �'. • X' Top El.11.0Daily Flow 110 x 3 =330 gpd • o o •;° s. Pump Power8l Float Control / To D-Box Cables Installed in Accordance 10.4 10 2 .; Bot El. 8.0 Septic Tank=330 gpd x 200%=660gpd ndl ' , ' With Local 8ldg.8 Elec.Codes. ( '-' 7 0 Use a 1500 Gallon Septic lank. r-141500 Gallon _10.0 LEACHING AREA �" r 16 D., 1 �.` / 6.8 Septic Tank H-20 33.0 gpd/0.74=446.s.f.Required t : i` e• _�' a 4'f0 From. 1000 anon H-20 idewa :2(12+25 )2= 148 s.f. G J • o • Precast Pump Bedding as f i„�S ` Tank.Sch.40 PVC g S II BottomAreo-12 x 25 =300 s.f. "•.f ••••-•,: ' 448 s.f.Total Provided. .� ,� Chamber Per Title 5 8-2 .q Waterproof/Seal Concrete 1000 Gallon ?, �� . °' p. Septic Tanks 81 Pump Chamber LEACHING CHAMBER DESIGN Pump Chamber 816 ♦ ,o;;, o„°.D� f:a:';�. With 2 Coots ofApproved All Pipes to be Schedule 40 PVC.Use 2 i r rR.; •� ,°, '. Sealant 500 Gallon Leaching Chambers ina x f T 2 (GUEST HOUSE) 12�x 25' Washed Stone Field as Shown. PLAN ? ° p DEVELOPED PROFILE OF PROPOSED SEPTIC SYSTEM _' Q B•awch, 4"0 Sch.40 PVC Finished Not to Scale 1 ty.. , •, M ors From Septic Tank Grade For Power&it F Chamber QJ Goly. ,nI To D-Box // tioc� o� / .--; Emerggency Storage . Chain R. Vol.330GYal Cables. 4 �� Min.2 Cover // �R• • Lao Pumpon 4.7 :o Location Ma 2 0 Sch.4O PVC p Lead Pumo on 4.2 Mercury Float y Threaded Pipe A21� Switchs-4Req'd / ` �• /� 40.22 I / 1 =2,OOOf Pumps off 3.2 Check Valve / \` / --� �• Secure Pipe at Top& Gate Valve / Bottom of Chamber I L ✓ / IP Bottom El. 2.4 6„Washed A20 J� g'81'33'20" W . ,j / / // _-_j _- "/ i I / O 'M:• ,r.. oOC•° Stone Min. s SECTION �� (GUEST HOUSE) / PUMP CHAMBER DETAIL ` /h// / Barbaro/M1o3ary A19 Not to cale ,tee / / ` ctf 72 A2 f15.54 r- A18 13 i'tre� I oEq,�a. / % // //� �� ---1 i / / // // 'lam �,.•' s./ i o a / / 1 \ `�� / i Lot T / /i �' / 1211-1 ,,'' �'`c� jln 1 NZ I __ I �.�` i Flo, m^�� /� / / i �` \ _° -- _:\ ore ��/ jr QC / / f / / / / 14� N i� 3 j i A17 f loll �AJ / / / �,. / / ram // 15 �\ \ \ ( ;^-- ��A `NG / ',� / I r W / / �,i' \wog _.L- - j �F.T '" I `' :{ LOfi 3� i \ it / I! /// // \\ \ \ -- •T { 'O. puaTADeR .e. aF g`°yq st== r r Ot ' h / / / / ,•'' /'� `� / a er M \ \\\))) \ \\+:' ��-coN� �' �Rc& L5 \ Wetland Resource Line i O / / ^ i / •' `D� / Q in O ((C( \ \ \ ,• \� \ �� `n'P) moo® Mq'M \ as Flagged by ENSR T 4 41s a / // / ' / /�► / / '� I / I T._�___ '{ A5 °sx r /;' G•'.: A15 \ O\\ RCLMOVG EX{ST. !. ! / , \ \\\ \ \\ \� \ v' S (�do ' �p B1 DRwewgY / f A14 / _"� // �' /r / / ,' / • 836 833 /r50� serj�0 Top of \ \\\ / / �c_ ►t \ \ 834. Coastal Bank \ \ ` \ / / i \ �' d (Town Def,) \\ \\\ \\\♦ / Vol. / / t t IS i r / / / \ / / o a Cj / tt r A13 / / % i� �' / \ `a�`6 24"0 Opening Above For M.H. \\ \\ \ / / ,/ / \ \ B6 \ 1 \ / / \ G / / 4 1/"Goly Pipe For .:1►M1 \ Al \\\ / / �y \ (� i \ - / / // �0 \ 1 / i y MAIN HOUSE Float Support Frame 81Cover. \\ V.. / / / /i f\1 \. \932 \ \ i / "� � / / �c / Oh DESIGN DATA PP boo l \ \\\\\ \ \ / 1 \ r r / �. / \ �' / / '�� 51s Single Family7 Bedroom ,:::• ;•,•A,-.• 0i, � ` ✓ Nc Garbage Grinder ;, Ocil Flow I10 x 7 = 770 Fum Power Float Control To D-Box B31 ♦ r / h� Y gpd. P / I i �' oi• /N Septic Tank: 770 gpd x 200%=1540gpd Cables Installed inAccordonce O -� i Septic - With.Local Bldg.8 Elec.Codes. �� Use a 2000 Gallon Tank. B8 �^ A8. l % I \ �• q,3 / LEACHING AREA a r ` Al2 bS� ( \ \ •A\Z .'�' 1� 77.0 d/0.74=1041.s.f.Required -irt a " 1500 Gal Ion / I a{ 0 a N; Qe' D: 9P f f4 0 From•Septic I \ i ' x o F I 1 �, a g5 •� \ �. , A� on- �\ Sidewalk 2(12 +63 )2=300 s.f. Tank.Sch.40 PVC Precast Pump • > \ \ \ I / _ \ i 0- t Z ! 2 / , \ \ - - 6 t Bottom Areo 12 x 63 = 756 s.f. Chamber 60 0 89 ater \ ,. \j oh8 /. 9� �� �e 10�-0° ' 6 9 A �\ G 1056 s.f.Total Provided. do R 0 / '829 $ 8 6 �/`. hutot , 55 1 to ro9 a o ! 1 \Dung \ �1 4 0 a �R{ , 16 �' \ / 5 -� 0 C' '1 LEACHING CHAMBER DESIGN p r •.: g y i \ \ / 1 Al I Pipes to be Schedule 40 PVC.Use T f c �28 .'' 10 ` � D �'� G /• 500 Galion Leaching Chambers in r ``• tis/r 12 x 93`Washed Stone Field as Shown. PLAN f ol o �' I B2 Lot 2 ``` / '`.,` \�6.0 /�% 4`0 Sch.40 PVC Finished / •:Sl ope �-, _ r ' 825 /� VIEW From Septic Tank Grade I a Cam \ I S7sC •I � -`v`_�^ !r rr ' ,'' ! '72,39y StF' B11 ` p / 1�• / +� / ��/ PLAN Y(�rY rt.n Nr ai aisysw \ fy/ \6g24! p E• .`` J �3` /sF' •,:, ,X`',� �, 1 / 0 Scale: 1 =30 �'° •`A�` °'a.r Conduit Thru Chamber •a / • E \ \� ' `� 1 , et/ Fldeh Emef99enc�YY Stara e , For Power&Float Galy. To D-Box �k3 \ ! •, -� B24 Wetland Resource Line \ Grade Vol-Ti Gal. g Cables. Chain a; _ { I ; 5 Min.2 Cover r as Flagged by ENSR ``.y �• Alarm n °\ 'S A \, .' ' �o 2 Flllu ! L.Oa PUmDon 4.8 :e :: j 1 h n � m• 53 eF pR�VEWAy RFMOVA{- \ . / Mercury Float y 2 0 Sch.40 PVC ~b 0E p`AN'TEQ`Nth NAT\%4 i\` '� �� °m in FaDfie �'---'�mnad.d Fw----- Lead Pumo on 4.3 ry Threaded Pipe \� \ `, �R T AnON .�' /''' tv N Ile-I/2" Switchs-4Req'd i • \ mop, 'Assr B23 VEGtT / \ i �' • Pumas off 3.5 Pea Slone Check Valve �� E 15 .' ;a Secure Pipe at Top& Gate Valve \ T n ove G 16 D e Leaching " j, Bottom of Chamber .o.�' 6"Washed s 11jo,6 �-1-, r ,. / (A I.�'. •, Chamber 3/4 -11/2"Dw6b Bottom El. 2.5 m, I ..a ;',. o ` \ CtEM xt A B17 r i Washed .•. o •• \\� I I \ pp,lG-0 G pAVED DR%'/EW Y / / ,: ,4 a ,•e• r •e.• >•: ' StanE Min. � G CD N 4 10 P . n�o % `\ Dune I , \ 822 21 fig- ..P� SECTION ' -B 18 ' i ( 1 a ��- I tie 3 \ \ \ p _- •As ( USE) \\\ \ \ ° ----- - - - Vr°rD s ASECTION CHAMBER, PUMP MBE `\ OF Dun : \ \� p �` s _ -' ` D sor c e Not. to Scale H IN H CHAMBER DETAIL o ndward E`d of \\ ° `y 5 e�`\ / / cD Vent { eF Main See Note No. F.G. 12r5 r �\ \ Coogtal Dune �04 py P� /' NOTES Ho 4 as Flogged by R \ \\ �o` use a Supply o These Lots Are pa Water. Top El.11.5 n :Y,.•. \ \ \\ ` / / I. 'Water I For Th Municipal Waf a $. .��' Q1 2.Location of Utilities Shown on This Plan Are Approx. Bat EI. 8.5 �. �•. \ \ •ram-"- ai At Least 72 Hours Prior to Any Excavation For This 79 10.7 �uhg Project The Contractor Shall Make The Required 2000 Gallon 10.5 �\ oso\Rogosa \ __Y 3 Notification 7.7 �\ \50 __ __ 6t fto DIG SAFE-I-888-344-�233 Septic Tank H-20 c`� zd 20 3.The \ \ \ \ \ '� a� coto Contractor is Required to Secure Appropriate H-20 I .\ \ \ \ \ \ Q� Permits From Town Agencies For Construction Bedding as 'j" �' f I Defined b This Plan. 500 8�g 1 4 {z y 4 {i 14 y Per Title 5 4.Install Risers as Required to Within 12"of Finished Waterproof/Seal Concrete `L••�� ne. ` �� `•\ �'' SO \0 I I Grade. q Septic Tanks 81 Pump Chamber 1500 Gallon \ \ , Pump Chamber •� With 2 Coats ofA roved (NOTES' ?�\\� \ O i i,i t8 1f = _)11 s llu ,per 1I1Y9. 111�1 PP � \ �• '\\ � _ 5.All Structures Buried Four Feet(4)or More or Sealant LOT 3 i For Proposed Site Grading See Sheet \. \\ \ 9, t �, {. ; <•>t• Subject to Vehicular tobeH-20 Loading. 3 of 3. ' ' \ \\� \ \ \9'\"' t � . - 6.Septic System to be Installed in Accordance With DEVELOPED (MAIN HOUSE) '�- x 310 CMR 15.00 Latest Revision And The Town of ELOPED PROFILE OF PROPOSED SEPTIC SYSTEM '6 Existing Deteriorated Paved Driveway �` f Barnstable Board of Health Regulations. OF Not to Scale 7 to be Repaved. :;'_\'��`�, �co� i�%'� 7. Atl Piping to be Sch.40 PVC.g --. _ ....\ e. 29y� \ un \ N W. PETER \ IN, Variances Reamred . .:.. . . Title 5:V. CIV� i 310CMR15.211(1):Minimum Setback Distances from property line 17TL, 10 feet required 4 feet provided. An RLS will survey the property line prior to installation of the \ \ \,_ •,,, system. 1 Lot 3 \2 \\ \ 65 Pirates Cove ' 86,749 sf \.\ ! Notes/Revision: PREPARED FOR: PREPARED BY.' Title:- Lot Z \ 67 Pirates Cove 72,394st Michael A 8c Mary C Kariotis Sullivan Engineering, Inc. CapeSury " 1.) The property line information shown was Po Box s59 7 Parker Road PROPOSED OVERALL SITE PLAN I compiled from available record information. 4 HIIClt'fQ Circle Osterville, MA 02655 Osterville MA 02655 Work Limit for demolishing the existing structures and for constructing all new Belvedere CA - SEPTI C SYSTEM buildings to be set 5 feet off the building face. / �%1 • 2.) The topographic information WOS obtained (508)428-3344 (508)428-3115 fax (508) 420-3994 (508) 420-3995 fax N PSuIIPE*ool.com copesurvOcopecodnet 65 a 67 PIRATES COVE Work Limit for grading and drive way work to beset 1 foot olfthe edge off the from an on the ground survey performed on OSTERV 1 L L E s MASS. proposed work. or between 17/JUL/03 and 30/JUL/03. Lot areas per ANR Plan dated March 22,1989 revised May 2,1999 by Down Cape ' Draft: MJD Field: WHK MDH ...._...v . ..., _._:__ a� Engineering Inc.prepared for J.Gates Williams&Mary R.Williams signed by 3. The datum used is NGVD 29, o fixed mean • 30 0' 15 30 60 120 / - � Barnstable Planning Board on May 22,1939 as recorded in Plan Book 463 Pg78. ) Comp.: Comp.: WHK/RRL Dote. J 0 05 Scale: sea level datum. Review: PS DrawingJ C430_2 1 January 6, ' 2 - As Shown _ - i